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Table4 <br /> Summary of con Requirements <br /> slockton pick-11-Pull <br /> Code Section Requirement of 1 oz I be 1 Pa 1 Al Az Aa I A4 comments <br /> 88285.193(b)(2) Secondary containment systems shall be capable of detecting and collecting <br /> Complain-Visual obserweonM1rspedNn relents and semnaery mnlelnmanl <br /> releases and accumulated house;until Ne collected metedal is removed. <br /> 86285493(c)(i) <br /> Secondary systems shall be at a minimum'.constructed of or lined with materials Ne <br /> are compatible with Ne wasai a be placed in the tank system and shall have <br /> sufficient strength to prevent failure due to pressure gradient(including static head Polyethylene secondary containment structure(rxnlmma)Is compri wb spared materials <br /> and external hydrological forces),physical contact with Ne waste to which they are <br /> exposed climatic conditions,Ne stress of installation,and Ne stress of daily <br /> orationIncludin stresses fromnea vehicular fraffi <br /> W265.193(c)(2) econ dry systems s e et a mrmh and a on a ounilmon or base rape e <br /> of providing support to Ne secondary containment system and resistance to Secondary contended system h placed on concuss slab Poor <br /> pressure gradients above and below Ne system and capable of prevenfing failure <br /> due to settlement,compression,or uplift. <br /> 66285.193(c)(3) <br /> Secondary containment systems shag be at a minimum:provided with a leak <br /> • <br /> other <br /> system that is designed and operated so Nat it will detect middlthe failure of <br /> cher Nepdmary or ted lipid n containment didconcture or ent ny system <br /> within 24 <br /> Visual lnavecnonmcompleted and documented dairy <br /> waste or accumulated liquidn if me <br /> containmentsystem within 24 hours,or <br /> at earliest practicable time if Ne ithin 2 deduction technology or site conditions <br /> will not allow main on of a release wilbie 24 hours. <br /> 86265.193(c)(4) econ dry containment t draSysin <br /> ms shell e l e ids res m: ops oro otherwise <br /> designed or operated to leaked <br /> and remove liquids resulting from leaks,spills,or <br /> preflumcipitation.on.Shes orleary wasteantl system within <br /> precipitation24or, shall ti <br /> manner <br /> is oesemndreventarm W umanheilth or thours,or inestimelya wily msual mspeabna detsmrei>aeee.The area is covered to prevent precs,itstionenW. <br /> manner as is possible d prevent harm a human health or the environment,if <br /> removal of hours released wash or accumulated precipitation cannot be accomplished <br /> Whin 24 hours <br /> 68285.193(tl) <br /> Secondary containment for tanks shell Include autle one or more of Ne lowin tlevices: <br /> 1.A Bau <br /> 1.A r edema)a Ne tank <br /> 2.A vault xLPE vaun <br /> 3.A double <br /> equivalent <br /> walletl tank:or <br /> 4.An must <br /> b ededevice ase roved b Nein Department <br /> fi6265.193(e)(2)(A) Vaults must be designed oroperetedmconlain 100 percent of Me capacity of he compltsm <br /> arest tankwNi <br /> 6255.193(e)(2)(B) <br /> ratedropreven con—on Bind flifilthationo <br /> precipitation into the secondary containment unless he collection system hes <br /> sufficient excess capacity,in addition to that required in Subsection(e)(1)(A)of this Above endo vaun premuaes conn <br /> section,to contain rulron and infilitation of precipitation from a 25 year,24 hour <br /> rainfall event <br /> 65256.191 Polyelnybrn tone and <br /> Vaults must be constructed w an chemical resistant weper in ng at.11 points <br /> 66265.193(e)(2)(D) eu moa a prove a vn an rmperma. ern nor posting or lining a Is <br /> compatible with the waste being transferred seretl a treated and Nat vile prevent PoNalydene,compatible <br /> • <br /> amounted of waste into the concrete. <br /> 68285.193(e)(2)(F) provided with an exterior moisture barrier or be otherwise designed or operated to <br /> prevent migration of moisture into the vault if the vault is subject to hydraulic Polvaimiena,compliant <br /> pressure. <br /> 88265.183(e)(3)(A) Doublo,dalled tanks shall be.designed as an integral Structure(i.e.,an inner bank <br /> Whin an outer shell)so Nat any release from Ne inner lank is contained by Ne WA <br /> outer shell' <br /> lily 5.193(e)(3)(B) Double-walled tanks shall be;protected if constructetl of metal,from both corrosion <br /> of Ne primary tank interior and Ne external surface of Ne outer shell;and WA <br /> E8285.193(e)(3)(C) Double-walled tanks shall be:provided with a built-In,continuous leak detection <br /> system capable of detecting a release within 24 hours or at the earliest pr4cticeble <br /> time,if the owner or operator can demonstrate 10 Ne Department,and the <br /> wA <br /> Depsting amment coneurs,Nat Ne exileak detection technology or site conditions <br /> WE not clow deduction of a Meese within 24 hours. <br /> itil 193(8 Ancillary equipment shall be provided Wthfull secondary containment(e.g.trench, <br /> jacketing,double-walletl piping)Nat meets the requirements of subsections(b)and concrats erab and sues, <br /> c of his section except for <br />