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11/17/98 17:01 TITANPUBBER 444 • 1,10.041 P009/010 <br /> TOP VIEW <br /> r <br /> z.• ,z..l ,a- ,r ,r <br /> a• oe. <br /> Car01110`4 )6 <br /> 9 <br /> YNeFFl[ / <br /> u NUM Numbers in traoels I 1 51ISBLE SOIL <br /> 12 rarer m l7 tanks. <br /> FIGURE 4-3 RM 45 <br /> St11BLE SOIL fbNOtTIONS <br /> Where shoring is not required to frlajnWn a vertical wall from top <br /> Tanks not subjected to traffic bads must have a minimum cover to bottom of the excavation,and the soil is stable,the minimum <br /> depth of 24[48]inches of baddll,or 12[36]inches backfill plus spacing between the sidewa)l or endcap of the tank and side of <br /> 4 inches Of reinforced concrete or 6 inches of asphalt. excavation must he 18 inches[24 Indies for 12'tanksj.If more <br /> than one tank is to be installed in the Sarre hole,there must be at <br /> least 18 inches between the tanks. <br /> i TOPAEW <br /> n <br /> ENT <br /> wr <br /> liz <br /> ,r <br /> x• <br /> raa,rlos <br /> tl <br /> iNAFFIC <br /> NM Numbers m hratlQ!s[I <br /> referm 12Wks. 12 UPISfA91.f SOR <br /> FIGURE 4-0 FIGURE 4-6 <br /> UNSTABLE SOIL CONDITKWS <br /> If the sail has less than 750 IbsJsq.It.cohesion as calculated from <br /> Tanks in high waterareas not subjected to traffic loads must have a an uncionfi ed compression test:or in soils having an ultimate <br /> minimum of 36[481 inches at backfill covering. bearing Capacity of less than 3500 IbsJsq R;or where soil will not <br /> WARNING:In a non traffic installation,insure that the areas above mannan"a verael wait,the ezavaban must allow a minimum <br /> the tanks will never be subject to traffic loads. SPane equal to 12 the diameter of the tank between the side and <br /> MM'These dep7,s of carr are MINIMUMS in as cam endcap of the tank and the exaavrdtien Wall.The spacing between <br /> NUMAsahab and tdhtrele pads must ed,vd a mmimWn of 12{rChOseya <br /> hd adonem tanks,18 inches remaire the same. <br /> tank in all directors. WARNING:If the soil is extremely will or Inherently unstable. <br /> NOTE:Maximum burial depth e 7 reef m coat 04r top of tanks. e.g.Peat,Qrid(sand.very soft or expensive day,etc.,Xerxes <br /> NefE unattached nuutway rser(d proses)must not transtttt Nod hum the recammends that the tank owner sod(the advice of a local <br /> concretesieb m the tank Throe must be a minimum 6 inm spam tw4wm,era houndabmi pfufessional engineer. <br /> bottom of the user wW 7e tap of the fink. FILTIER FABRIC <br /> TANK SPACING The tank owner or his technical representative is responsible for <br /> Note These am minimum spaorgs and must be gxnaz ad as needed m detrmdning whether filter fabric or an albrnate tittering technique <br /> a=rm,otde deadner,Or amiv slabs.Peter to Sector 7 m tam,ar,". is appropriate for a specific installation.After fabric allows the <br /> t hada rvftoard aaaance to auow de aeadnen m be sp ansi0e of hre passage of water but prevents the migration and mihdrhg of nature <br /> sol and badddl material.It preserves the integrity of the backfill <br /> e AOM which SL00"the tank <br /> Poyettlylerle film is not considered an effective material to prevent <br /> migration of pea gam,mtshed stone and native soil;it may tear <br /> or degrade while in Service. <br /> Xerxes recommends that litter fable be used when the tank may <br /> UC inataJW h,: <br /> •areas with frequerhtly charging ground water conditions or <br /> areas subject to tidal fluctuations, <br /> unstable soils Such as bog,swamp,landfill or mud, <br /> water conditions with silty soil. <br />