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FROM BANKS 8 CC. • PHONE NO. : 209 495 3165 • Oct. 08 1999 12:47PM P2 <br /> i3ale' tu.:.; <br /> I:LOATION & ANCHORAGE CALCULATION <br /> .foe's Travel Plaza <br /> 15600 South Harlan Road <br /> Lathrop,CA <br /> Tank Diameter in Feet 9.50 8.0:1 <br /> Tank Length in Feet: 38.00 2H 00 <br /> Tank Weight in Pounds' 19.50O.W 9,750.00 <br /> Tank Burial Depth in Feet,to Bottom of Concrete: 4.00 +.00 <br /> Total Volume of the tautk, in gallons: 20,150.00 10,150.11ht <br /> Concre(e Slab (it,Grade Width 2' past tank on both sides: 12.50 1 1.00 <br /> Concrete Slab(iiy Grade Length: 42.(X ;2.00 <br /> Concrete Thickness in Feet (8"=.67). 0.67 0.67 <br /> Number of C.ontai_-ment Risers: 3.00 L 00 <br /> D= Tsu,h Diameter. in Feet 9.50 8.00 <br /> d= Depth of overburden. in Feet 4.00 4.00 <br /> h— 1 D/2)+ d ((Diameter/2)+ Depth of Overburden),in Feet 8.75 SIX) <br /> 131 — Area of Concrete slab 41;grade_Square Feet 525.00 352.00 <br /> B2 — Rellecred Tank Area(diameter x length), Square Feet 361.(10 22400 <br /> V- Tank Displacement(gallons n 2.31 ci 11728 C1 per Orbic Foot) 2,693.66 1.356.96 <br /> M= Void in os erburden(42"dia. x burial contain. risers). Cubic Fee( 115.45 38.4N <br /> Total Volume of Overburden Per Cubic Foot <br /> -[(h/3)(($1 + R2 t (SART B1B2)) -(V/2)+M,in Cubic Feet 2,622.54 1-644 85 <br /> Weight of backfill material,Pounds per Cubic Foot(Sand or Gravel) 60_00 60 0(t <br /> Weight of the Overburden,in Pounds! 157,352.65 98,691.U, <br /> Weight or the Overburden,is Pounds: 1$7-M.65 98,691.16 <br /> Concrete Pavinn'iri Grade(Length x Width x 87.61bs/cubic It) 30,656 93 20.554.74 <br /> Taal:Weight, in Pounds 19,500.00 9.750.00 <br /> Average Equipment Weight(Tattle Trim;Risers &STP), in Pounds 350.0(1 350).(((1 <br /> Total Restraining Forces,in Pounds: 207,859.59 129,345-91 <br /> Total Bouyant Force to be Overcome: <br /> Total Displacement .Weight of Water(q,,62.4 per Cubic Foot 168.084.58 84.667.92 <br /> Excess of restraining forces over buoyant forces,in pounds 39,775.00 44,677.99 <br /> s?t0 e q <br /> � <br /> Safety Factor y`, @ 1.2366 1.5277 <br /> 'Poral Safety FactorNEI8 1.3822 <br /> 9 ow A <br />