Laserfiche WebLink
M c Ke n n yKrugE <br />COMSIGN- <br />Design of containment area: <br />Perimeter wall (Fm=1500): 2'-10" high 6"CMU wall w/#4 Ca@ 32" o. c, v. and <br />min. (2) #4 h. T&B <br />Wall Check: M = 83# -Ft V = 88# <br />j=0.9, k=0.29, d=2.81, Fm=1500, Em=2850000 <br />Bending: fs=5.2ksi<Fs=20ksi, <br />fb =81 psi <Fb=250psi <br />Shear: fv=2.88psi<Fv=19.36psi <br />Concrete Slab (f'c=2500) 6" slab w/#3 @ 18" EW <br />Perimeter Footing (f'c=2500): 18"x24" concrete footings w/#4 T&B <br />Concrete slab and CMU walls are more than capable of retaining the oil spill <br />based on the design parameters specified. <br />Visual inspection of containment area <br />Containment area is sound <br />Site Security: <br />Authorized personnel provide security during operational hours. Site lighting is <br />provided at night with all tanks, pumps and starter controls locked down during <br />nonoperational hours. <br />Secondary Containment findings: The secondary containment system is of <br />sufficient capacity and condition for the containment of releases from tanks and <br />ancillary equipment based on design parameters specified. Initials:!I" <br />STRUCTURAL & CIVIL ENGINEERING • CODE APPLICATIONS <br />8020 SACRAMENTO STREET <br />FAIR OAKS, CA 95628 <br />PHONE: (916) 966-0762 <br />FAX: (916) 966.0763 <br />http;f twww. mckennykrug.com <br />