Laserfiche WebLink
RECEIVED <br />DIMENSIONS: (SEE DIAGRAM) <br />JUL 0 8 1999 <br />= 44.92 ft <br />LENGTH OF TANK SLAB <br />TAIT & ASSOCIATES, INC, <br />=':30s2=ft <br />LENGTH OF BODY OF TANK <br />E13 <br />CONSULTING ENGINEERS <br />ENVIRONMENTAL HEALTH <br />Project <br />ARCO #0434 <br />2880 Sunrise Bouleva*d, Sane 20aPERMIT <br />/SERVICES <br />Aderess: <br />L.ogi,GA -' <br />Rancho Cordova, CA 95742 <br />= = - � -�2 ft <br />Job No: <br />AR -923 <br />916-635-2444 <br />DIAMETER OF SUMP #2 <br />Data: <br />#" <br />918-835-2606 Fax <br />E19 <br />= 12 ft <br />WIDTH OF TANK SLAB <br />TANK HOLD 12OWN CALCULATIQNS- <br />ROUND END TANKS <br />DIAMETER OF TANK <br />DIMENSIONS: (SEE DIAGRAM) <br />E11 <br />= 44.92 ft <br />LENGTH OF TANK SLAB <br />E12 <br />=':30s2=ft <br />LENGTH OF BODY OF TANK <br />E13 <br />= 40.92 ft <br />LENGTH OF WHOLE TANK <br />E14 <br />= 40.92 ft <br />LENGTH OF DEADMAN <br />E16 <br />=j 4 it <br />DIAMETER OF SUMPMI <br />E16 <br />= = - � -�2 ft <br />RADIUS OF SUMP #1 <br />E17 <br />=L�3ft <br />DIAMETER OF SUMP #2 <br />E18 <br />= r "'mss ft <br />RADIUS OF SUMP #2 <br />E19 <br />= 12 ft <br />WIDTH OF TANK SLAB <br />E20 <br />= 10 ft <br />DIAMETER OF TANK <br />E21 <br />! 0 R <br />RADIUS OF TANK <br />E22= <br />0 ft <br />WIDTH OF DEADMAN <br />E23 <br />= 0.67 ft <br />THICKNESS OF TANK SLAB <br />E24 <br />= 5.43 ft <br />DEPTH TO TOP OF TANK <br />E25 <br />= 0 ft <br />THICKNESS OF DEADMAN <br />E26 <br />=' "S f4761 ft <br />BOTTOM SLAB TO TANK TOP <br />E27 <br />9 75ft <br />BOTTOM SLAB TO MID -TANK <br />GEOMETRY: <br />do <br />TANK VOL. O.D. <br />(nR2-Ls,dr)+(4/3ITR3) <br />SUMP(S) AREA <br />(ITR)+(T1R2) <br />SUMP(S) VOL. <br />(A*Q+(A"L) <br />REEL. TANK AREA <br />(L,,,, "D)+(IIR2) <br />SLAB AREA <br />L"W <br />TANK BACKFILL VOL. <br />H/3(A1+A2+(Al'A2)tn)-1/2V., V,,, , <br />DEADMAN VOL. <br />L*VCTH <br />DEADMAN BACK. VOL. <br />L'W"H <br />FORCES: <br />TANK V'WT <br />SUMP(S) V'WT <br />SUMMATION OF UPLIFT FORCES <br />TANK WEIGHT <br />SLAB A`TH'WT <br />BACKFILL V'WT <br />DEADMEN 2'(VOOW,'WT+Vw.k. WT) <br />SUMMATION OF HOLD DOWN FORCES <br />TANK DATA: <br />22000 gal TANK CAPACITY <br />10 ft NOMINAL DIAMETER <br />no p/n WET INTERSTITIAL? <br />WEIGHTS: <br />do <br />9000 lbs <br />TANK (w/ interstitial if apps.) <br />174408.2 lbs <br />DRY CONCRETE <br />" BR;,iE,rpcf <br />SUBMERGED CONC. <br />f Y pef <br />SUBMERGED BACKFILL <br />922.# pd <br />WATER <br />CALCULATED VALUES <br />DATA ENTRY REQUIRED <br />295205 d <br />25.13274 sf <br />119.6318 Cf <br />387.7398 sf <br />539.04 sf <br />2906.803 d <br />0 <br />0 Cf <br />184207.91bs up <br />7466.027 lbs up <br />1916731bs UP <br />9000 lbs <br />do <br />54173.521bs <br />do <br />174408.2 lbs <br />do <br />O lbs <br />do <br />237582 lbs DN <br />FACTOR OF SAFETY: Fhdddown I Furlit 1.2395 <br />Hd-round Page 1 <br />Ed WdLZ:90 665T 10 'InT 909ESE9916 : 'ON XUJ Oqu wP. OeS — SELLUIDOSSU '8 11U1 : IZ2H <br />