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Hydrostatic and Seismic Analysis Tank Name/marking: 1,000 Gal. <br />Waste Oil Tank <br />Overhead view: <br />See Attachment 1 <br />(Include all measurements. Does not need to be to scale) <br />Cross sectional (lateral) view: <br />See Attachment 1 <br />(Include all measurements. Does not need to be to scale) <br />Please provide a drawing of the seismic/hydrostatic anchorings used and their <br />spatial relationship to the tank. <br />At a minimum provide the following: <br />Calculation of the seismic load of the tank: <br />8.26kips (1997 UBC) to 6.68kips (ASCE 7) (Attachment 3) <br />Calculation of overturning moment of tank <br />231.17 k- in (1997 UBC) to 187.04 k -in (ASCE 7) (Attachment 3) <br />Safety Factor: 3.27 (1997 UBC) to 4.03 (ASCE 7) <br />Demonstration that the resisting moment is greater than the overturn moment: <br />Safety Factor = (resisting moment/overturning moment) _ >> 2 <br />engineering -environmental Management, Inc. (HDR I e2M) 1,000 Gal. Waste Oil Tank <br />