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Using a Manifold From The Inner Tan, _ ressurize A4. Hole Size "ass"Tank Cavity To 5 psi Maximum. <br /> Stable Walls <br /> a,s, _ In stable soil conditions for 4' <br /> „ vauedreee --N i�`� : �\ through l O'diameter tanks <br /> (550-20,000 gallons),the hole <br /> 1k iI It must be large enough to allow a <br /> I I I t, I minimum of 18"(24"preferred) <br /> II II I between adjacent tanks and 18" <br /> I I I r r i (24"preferred)between the tank <br /> sides and ends and the banks of <br /> the hole. <br /> nariaa system Is+rovkd�+a+ l r <br /> I� Twelve-foot diameter tanks <br /> Step#3 _ L4'-10' Minimum 18" (25,000-48,000 gallon models), <br /> 12' Minimum 24• require 24"betweentanksand <br /> Ste #3 hole sides,and require 24" <br /> P between adjacent tanks. <br /> Pressurize the cavity between the inner and outer tank to 5 psi maximum <br /> by opening the manifold valve thereby transferring pressure from the - Unstable walls(all size tanks) <br /> innertank. _ In muck,bog,peat,swamp,or <br /> DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE landfill type areas where the soil is <br /> MONITORING FI TTI NG OR ALLOW THE MANIFOLD VALVE TO BE r , soft or in areas with expansive clay <br /> OPEN DU RI NG STEP#1.Typical air compressors can over - -T All Diameters soils,a larger hole is required to <br /> pressurize(over 5 psi)the tank cavity between the inner tank and - ' t I support tanks.In these types of <br /> outer wall in less than 2seconds. 4, ,l - conditions,the holes must be large <br /> n--d I '�r' enough to allow a minimum of V2 <br /> Step ll I t the tank diameter from ends and <br /> Monitor the pressure on both the inner tank and cavity between the inner f '' sides of tanks to hole walls. <br /> and outer ank for at least 30 minutes.Soap the outer tank and check for t , <br /> leaks as indicated by bubbles.An outer wall leak detected before backfill- v . Unstable soils are defined as those <br /> ing is simple to repair.Do not backfill a tank with a known or m- soils having less than 7501bs./sq. <br /> suspected leak in the outer wall. %ola.min. ft.cohesion as calculated from an <br /> P _ e«ons,aoie watts unconfined compression test;or <br /> Inner Wall Test soils with an ultimate bearing <br /> 1 capacity of less than 3500lbs./sq.ft.Unstable soils or areas with expan- <br /> i Step#5: sive clay may require a reinforced concrete slab under tank for support. <br /> Close the manifold valve to the cavity between the inner and outer wall. For unstable soils with less than 250 lbs./sq.ft.cohesion or with an <br /> Release the pressure and vent the primary tank(byopening the air ultimate bearing capacity of less than SOO lbs./sq.ft.,afilter fabric hole <br /> i supply between theibutmaintainthe5psi maximum pressure on the cavity liner is recommended to prevent backfill migration. Refer to Section A6. <br /> between the inner and outer walls. <br /> i <br /> Step#6: Its <br /> Monitor the air gauge on the tank monitoring fitting for another 30 <br /> minutes,but not more than 60 minutes.Longer tests conducted during <br /> changing temperatures or changing cloud cover may distort test results <br /> 211l t 1 psi. <br /> In the unlikely event a tank leak is discovered with any of the above <br /> tests,call the O/C Tanks Field Service Manager to schedule a tank <br /> repair.Do not attempt to repair the tank.Telephone: <br /> (419)24&6196. <br /> DO NOT EXCEED 5 PSI DURING AIR TEST. <br /> t After successfully completing theairtest,disconnect and remove the air <br /> manifold fittings,hose,and valve. <br /> Before backfilling to grade,O/C recommends a 5 psi air/soap test on all <br /> finished piping connections and unused tank fittings. <br /> _7, <br /> z <br />