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i <br /> 550ILE <br /> • iB Ie' 1e" <br /> 24.1 DRY I1"e <br /> CONDITIONS If36' <br /> 1611 II <br /> No <br /> TRAFFIC <br /> _ NOTE:Numbers in brackets I] 1 a" 18, <br /> II Ir_ I referto12'tanks. <br /> Tanks not subjected to traffic loads must have a minimum cover <br /> depth of 24[481 inches of backfill,or 12[36]inches backfill plus STABLE SOIL CONDITIONS <br /> 4 inches of reinforced concrete or 6 inches of asphalt. Where shoring is not required to maintain a vertical wall from.top <br /> to bottom of the excavation,the minimum spacing between the <br /> sidewall or endcap of the tank and side of excavation must be 18 <br /> inches(24 inches for 12'tanks).if more than one tank is to be <br /> installed in the same hole,there must be at least 18 inches between <br /> the tanks. <br /> u <br /> I _I <br /> 36•� uEr gl 1/2 <br /> TA <br /> I18 CONDITIONS DIA!TANK <br /> NO �� B" <br /> TRAFFIC <br /> NOTE:Numbers in brackets I I <br /> referto 12'tanks. <br /> Tanks in high water areas not subjected to traffic loads must have a 1/2 TANK DIA. <br /> minimum of 36[48]inches of backfill covering. <br /> WARNING:In a non traffic installation,insure that the areas above <br /> the tanks will never be subject to traffic loads. <br /> NOTE:These depths of cover are MINIMUMS in all cases. <br /> NOTE Asphattand concrete pads must extend a minimum of 12 inches beyond UNSTABLE SOIL CONDITIONS <br /> tank in all directions. If the soil has less than 750 lbs./sq.fL cohesion as calculated from <br /> NOTE Maximum burl)depth Is 7feet of cover over top of tanks. an unconfined compression test;or in soils having an ultimate <br /> NOTE Unattached maI riser if present)must not transmit load from the slab bearing capacity of less than 3500 lbs./sq,ft.;or where soil will not <br /> to the tank There must be a minimum 6 inch space between the bottom of the I maintain a vertical wall,the excavation must allow a minimum <br /> and the top of ft tank space equal to 1/2 the diameter of the tank between the side and <br /> endcap of the tank and the excavation wall.The spacing between <br /> TANK SPACING adjacent tanks,18 inches remains the same. <br /> NOTE These are minimum spacings and must be increased as needed to <br /> accommodate deadmen or anchor slabs.Refer to Section 7 on tank anchoring. FILTER FABRIC <br /> Always allow sufficient clearance to allow the deadmen to be set outside of the The tank owner or his technical representative is responsible for <br /> tank shadow. determining whether filter fabric or an alternate filtering technique <br /> is appropriate for a specific installation.Filter fabric allows the <br /> passage of water but prevents the migration and mixing of native <br /> soil and backfill material.It preserves the integrity of the backfill <br /> envelope which supports the tank. <br /> Polyethylene film is not considered an effective material to prevent <br /> migration of pea gravel and native soil;it may tear or degrade <br /> while in service. <br /> Xerxes recommends that filter fabric be used when the tank may <br /> be installed in: <br /> •areas with frequently changing 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 />