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22 August 2011 <br /> AGE-NC Project No. 11-1934 <br /> Page 5 of 6 <br /> 5.0. SEISMIC ANALYSIS <br /> A seismic analysis is provided to verify the AST will not tip or turn over during a seismic <br /> event. Seismic data used in the calculation is included as Table 5. The calculations are <br /> included as Appendix A. <br /> 5.1. SEISMIC CALCULATION <br /> The seismic analysis is calculated by using AST specifications and finding the horizontal <br /> shear, the over turn moment and the safety factor the AST will withstand during a seismic <br /> event. Seismic data used in the calculation is included as Table 5. The calculations are <br /> included as Appendix A. <br /> 5.1.1. AST Specifications <br /> The 480-gallon AST primary and secondary compartment materials of manufacture are <br /> discussed in Sections 2.1.3 and 3.1. The AST weighs of 1,001 pounds (Ibs) when empty <br /> is calculated, by extrapolation, using a similar use AST. Waste oil is temporarily stored <br /> within the tank. 480-gallons of waste oil weighs approximately 3,600 lbs. The total seismic <br /> load of the tank is calculated to be 1,001 Ib force (Ibf)when empty and 4,601 Ibf when full. <br /> 5.1.2. Seismic Calculation Results <br /> The pounds of horizontal shear are calculated at approximately 252 Ibf. The tank overturn <br /> moment is calculated at approximately -973 Ibf foot (ft). The safety factor was calculated <br /> at approximately 3.7. The tank, without additional components, is of sufficient weight to not <br /> spill during a potential seismic event for this area. Figure 3 shows the AST top and north <br /> east sides with dimensions. The seismic calculations are included as Appendix A. <br /> 5.2. SEISMIC ANCHORING <br /> AST seismic anchoring is not required based on seismic shear moment and over turn <br /> calculations, discussed in section 5.1. <br /> 5.3. INTEGRITY TEST FINDINGS <br /> Based on the calculations discussed in Section 5.1., the AST has sufficient integrity for its <br /> Advanced GeoEnvironmental,Inc. <br />