Laserfiche WebLink
McKennyKrug� <br />I� <br />CtiIGN <br />Secondary Containment Assessment: <br />.)verhead view: <br />S_AB <br />DRAIN <br />OUTLFT VENT -�T LINES SLAB DRAIN (E) BUILDING <br />0 <br />000 <br />T4 <br />T3 <br />12 11 , C. TLcT <br />M <br />9.','� <br />1C.5'0 x 12' <br />?C•5'D x 12' '0. 5'D x '2' L:NES <br />-� <br />629 ;,F <br />?039 CF <br />"039 C= 1039 CF <br />(40C0,GAL' <br />;8C00 GAL; <br />(8000 GALL {800C GA_: <br />i <br />0 <br />;ross sectional (lateral) view: <br />o T4 0 <br />N <br />629 C-- <br />4G-0 <br />=4Cv0 CAL l <br />Volume calculation <br />T3 o <br />i <br />c^ <br />1039 C- <br />( 8000 GAL) <br />� r <br />47' -7i.; <br />East —> <br />T2 o T1 0 0 <br />�I <br />C39 C- ?C39 CF <br />(8000 GA-; ;8000 GA l <br />I J, <br />s <br />(a) 10% of aggregate volume: 0.10(3737) = 375 CF (=_2800 GAL) <br />(b) Volume of largest tank: 1039 CF (-8000 GAL) <br />(c) Volume 24 hour, 25 -year storm (Y): 0.25(47.6)(13.73) = 163.4 CF <br />(d) Calculated volume of the area: 2.83[(47.6)(13.73)-((2(86.6)+(52.4)]= <br />1211 CF <br />Volume Check: b + c < d <br />1039+163 = 1202 CF < 1211 CF ✓OK <br />STRUCTURAL 8 CIVIL ENGINEERING • CODE APPLICATIONS <br />PHONE: (916( 966-0762 <br />6020 SACRAMENTO STREET FAX: (916) 966-0763 <br />FAIR OAKS, CA 95626 <br />http:llwww. mcktnnykmnLcom <br />