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Vol fill_over_tk Areatk Covermid_tk Tslab Vol tk <br />2 <br />Vol wall <br />2 <br />Vol as <br />2 <br />1616 ft <br />3  <br />Vol fill_above_top_tk Areatk Covertk Tslab 1375 ft <br />3  <br />Vol fill_below_top_tk Volfill_over_tk Volfill_above_top_tk241 ft <br />3  <br />Based on the water level, some of the backfill may not be submerged. <br />Waterdepth 0in Covertk 84 in Tslab 8in <br />Filldepth Covertk Tslab76 in  depth of fill above tank top <br />Fillnot_sub_depth max 0 Waterdepth Tslab 0in  fill above tank top not <br />submerged <br />Fillsub_depth Filldepth Fillnot_sub_depth76 in  fill above tank top submerged <br />Weight of <br />Fill Over <br />Tank <br />Wtfill_over_tk Areatk Fillnot_sub_depth alt_fill <br />Areatk Fillsub_depth sub_alt_fill <br /> <br />Vol fill_below_top_tk sub_fill <br /> <br />93079lbf  <br />Soil Wedge Angles <br />Tank Soil Wedge <br />The tank soil wedge is based on full scale float out tests in peagravel by Owens Corning where the <br />maximum wedge angle was found to be 23 degrees from vertical. A conservative value of 15 degrees will be <br />used, but any value between 0 and 23 degrees may be selected. <br />The soil angle for each soil wedge can be set independently to provide the ability for various methods <br />of calculation but in the normal case they will all be equal. <br />Angle of Tank <br />Soil Wedge <br />angle 15deg Angle of Tank Side Wedge Aside_tk angle <br />Angle of End Cap Wedge Aside_EC 0deg <br />Angle of Deadman Wedge Aside_dm angle <br />Angle of Deadman Wedge at Ends Aend_dm angle <br />Angle of Anchor Pad Wedge Aside_ap angle <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 15 of 46