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Appendix B <br /> Secondary Containment Calculations <br /> Stockton Pick-N-Pull <br /> Secondary Containment <br /> Length(ft)* Width(ft)* Depth(ft)* Volume(ft3)* Volume(gal)* <br /> Northern Section 13.00 8.00 2.33 138.37 1035.00 <br /> Southern Section 13.00 8.00 2.33 138.37 1035.00 <br /> *The dimensions on Drawing 15101000(Appendix C)were field verified;therefore manufacturer calculated volumes are utilized <br /> Tanks Length(ft)* Diameter(ft)* Volume(ft3)* Volume(gal)* <br /> 01 6.17 3.25 44.12 330.00 <br /> 02 6.17 3.25 44.12 330.00 <br /> 03 6.17 3.25 44.12 330.00 <br /> 04 6.17 3.25 44.12 330.00 <br /> Al 4,171 3.251 29.411 220.00 <br /> A2 4.17 3.25 29.411 220.00 <br /> A3 4.17 3.25 29.411 220.00 <br /> A4 4.17 3.25 29.41 220.00 <br /> *The dimensions on Drawings 3400220 and 3400330(Appendix C)were field verified;therefore manufacturer calculated <br /> volumes are utilized <br /> Tank Volume in Containment lower 28 inches=79% <br /> Tanks Volume al Volume% Volume al <br /> 01 330.00 79% 260.70 <br /> 02 330.00 79% 260.70 <br /> 03 330.00 79% 260.70 <br /> 04 330.00 79% 260.70 <br /> Al 220.00 79% 173.80 <br /> A2 220.00 79% 173.80 <br /> A3 220.00 79% 173.80 <br /> A4 220.00 79% 173.80 <br /> Piping(longest single run <br /> Northern Section Length ft Diameter ft Volume ft3 Volume al <br /> Stand to Header 11.00 0.13 0.13 1.01 <br /> Header to Tank 14.00 0.17 0.31 2.28 <br /> TOTAL 3.29 <br /> .Piping(longest single run <br /> Southern Section Length ft Diameter ft Volume ft3 Volume al <br /> Stand to Header 11.00 0.13 0.13 1.01 <br /> Header to Tank 28.00 0.17 0.61 4.57 <br /> TOTAL 5.58 <br /> .Required Containment Volume <br /> Remaining <br /> 100% Tank Excess <br /> Largest Tank Ancillary Displacement Required Containment Capacity <br /> al Pi in al al Volume al Volume al al <br /> Northern Section 330.00 3.29 608.30 941.59 1035.00 93.41 <br /> Southern Section 1 330.001 5.58 608.30 943.881 1035,001 91.12 <br /> created by: RS 7/11/16 <br /> reviewed by: MMC 7/27/18 <br />