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Soil Ballast Geometry <br /> Soil wedge at tank ends (max 23 deg) Soil wedge on tank sides (max 23 deg) <br /> wedge_end - 15deg Adjust end wedge angle �)wcdge = O'deg Adjust side wedge angle <br /> (4)wcdge_end)to 0 if the tank will (Owedge)to 0 if the tank will be <br /> be installed end to end with installed beside another tank <br /> another tank <br /> Enter Cover Depth Enter Top Slab Thickness Enter Depth of Water Table below Grade <br /> (Positive is down) <br /> Hcov des = 72in t,slab = 9in htwat =Oft <br /> Calculations are valid only for a Water Table at or above the tank top. <br /> Check that the entered value is not below the tank top <br /> Checkw,at table =if(htwat > Hcov des•"NOT VALID,decrease water table depth" ,"VALID") <br /> Checkwat table ="VALID" <br /> Enter type installation Enter Number of Tanks in Hole <br /> For Multiple Tanks <br /> T 'install -O 0 = side by side, NTanks <br /> 1 = end to end <br /> �► EC Geomet <br /> --i 1„ Tank graph <br /> San Joaquin RTD-18993-Buoyancy v1 Proprietary information Do not copy or distribute W/o written permission fromCS1 page 4 of 11 <br /> 871 06-03-14.xmcd <br />