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HomeMy WebLinkAboutPROJECT INFORMATIONProject: Racetrac #1136 8630 S. US Hwy 1 Port St. Lucie, FL MDM Services, Inc. 3251 SW 13th Dr., Ste D Deerfield Beach, FI 33442 TANK: 15000 ACT-100 DOUBLE -WALL CLAD STEEL CAPACITY, NOMINAL: 15,000 (CN, gal) SUMPS: NUMBER: 1 (Ns) TANK WEIGHT: 22,300 (WTANK, #) DIAMETER: 48 (SD, in.) DIAMETER: 10 (D, ft.) HEIGHT: 4 (SH, ft.) LENGTH, TANK: 26 (LTANK, ft.) DEADMEN: LENGTH: 22 (LDM, ft.) HEIGHT: 12 (HDM, in.) BURY: 4 (B, ft.) WIDTH: 18 (WDM, in.) DEPTH, TOP SLAB: 0.67 (DTs, ft.) NUMBER: 2 (NDM) SCANNED BY St. Lucie County WT. of BACKFILL: 60 (WBF, #/o.f.) WT. of CONCRETE: 87.6 (WCONC, #/o.f.) DTs J_tB D I' LTANK Ir LDM ' r I. TANK AND SUMP DISPLACEMENT: A. TANK: [PI*(D/2)A2) * LTANK = 2042 B. SUMP: {[(PI * (SD/2)A2) * SH] / 1728 IN/CFT) * Ns = 50 2092 TOTAL BOUYANT FORCE: 2092 x 62.4 = 130559 II. RESTRAINING FORCES: A. WT. OF TANK = W TANK = 22300 B. OVERBURDEN — TANK BACKFILL: W TBF = ((D * (D/2 + (B -T s))] - [PI*(D/2)A2)/2)) * LTANK* WBF = 68687 C. OVERBURDEN -- DEADMAN BACKFILL: W DMBF= [D+(B-Ts)-HDM)]*LDM *WDM*WBF*NDM = 48827 D. OVERBURDEN — TOP SLAB: W TS = (D + 2) * (LTANK + 4) * DTs * WcoNc = 21129 E. WT. OF DEADMEN: W DM = LDM * HDM * WDM * WCONC * NDM = 5782 TOTAL RESTRAINING FORCE: WTANK+WTBF+WDMBF+WTs+WDM = 166725 III. SUMMARY: BOUYANTFORCE = 130559 to®rt« RESTRAINING FORCE(S) = 166725 ` SAFETY FACTOR = 1.28 (> 1.0) �� .... • V?.•��GENS '•.9 IV. ASSUMPTIONS: 1. No Ballast. %i 2. No Friction. _ ND.3a748 CP 3. Groundwater to topside of topslab. e�� STATE OF 0'C� 'AZORIOP �q °•sS�0NA1_ ���•• QO� '*046evvvpt' Richard R. Morris, P.E. FILE aft Project: Racetrac#1136 8630 S. US Hwy 1 Port St. Lucie, FL MDM Services, Inc. 3251 SW 13th Dr., Ste D Deerfield Beach, FI -33442 TANK: 20000 ACT-100 DOUBLE -WALL CLAD STEEL CAPACITY, NOMINAL: 20000 (CN, gal) SUMPS: NUMBER: 2 (Ns) TANK WEIGHT: 28900 (WTANK, #) DIAMETER: 48 (SD, in.) DIAMETER: 10 (D, ft.) HEIGHT: 4 (SH, ft.) LENGTH, TANK: 34.67 (LTANK, ft.) DEADMEN: LENGTH: 35.67 (LoM, ft.) HEIGHT: 12 (HDM, in.) BURY: 4 (B, ft.) WIDTH: 18 (WDM, in.) DEPTH, TOP SLAB: 0.67 (DTs, ft.) NUMBER: 2 (NDM) WT. of BACKFILL: 60 (WBF, #/c.f.) WT. of CONCRETE: 87.6 (WCONC, #/c.f.) LTANK , r LDM , 14 DTs B 1 D HDM WDM DTs B D F- ' HDM I. TANK AND SUMP DISPLACEMENT: A. TANK: [PI*(D/2)A2) * LTANK = 2723 B. SUMP: ([(PI * (SD/2)A2) * SH] / 1728 IN/CFT) * Ns = 101 2824 TOTAL BOUYANT FORCE: 2824 x 62.4 = 176187 II. RESTRAINING FORCES: A. WT. OF TANK = WTANK = 28900 B. OVERBURDEN —TANK BACKFILL: WTBF = ([D * (D/2 + (B -Ts))] - [PI*(D/2)A2)/2]) * LTANK* WBF = 91591 C. OVERBURDEN -- DEADMAN BACKFILL: WDMBF = [D + (B -Ts) - HDM)] * LDM* WDM * WBF* NDM = 79166 D. OVERBURDEN -- TOP SLAB: WTs = (D + 2) * (LTANK + 4) * DTs * WCONC = 27235 E. WT. OF DEADMEN: WDM = LDM * HDM *WDM * WccNc * NDM = 9374 TOTAL RESTRAINING FORCE: WTANK+ WTBF+ WDMBF+ WTs+ WoM = 236267 III. SUMMARY: BOUYANT FORCE = 176187 RESTRAININGFORCE(S) = 236267 `,sac°"tl1°°�� R. SAFETY FACTOR = 1.34 (> 1.0) `� �PPD IV. ASSUMPTIONS: 1. No Ballast. 2. No Friction. Q' ND.34748 3. Groundwater to topside of topslab. 9 :• STATE OF i 0 • N ORIOP•� �`^NAL .^^.ee.aaa Richard R. Morris, P.E. 0", Project: Racetrac#1136 8630 S. US Hwy 1 Port St. Lucie, FL MDM Services, Inc. 3251 SW 13th Dr., Ste D Deerfield Beach, R 33442 TANK: 20000 COMPARTMENTED ACT-100 D/W CLAD STEEL CAPACITY, NOMINAL: 20000 (CN, gal) SUMPS: NUMBER: 2 (Ns) TANK WEIGHT: 30400 (WTANK, #) DIAMETER: 48 (SD, in.) DIAMETER: 10 (D, ft.) HEIGHT: 4 (SH, ft.) LENGTH, TANK: 34.67 (LTANK, ft.) DEADMEN: LENGTH: 35.67 (LDM, ft.) HEIGHT: 12 (HDM, in.) BURY: 4 (B, ft.) WIDTH: 18 (WDM, in.) DEPTH, TOP SLAB: 0.67 (DTS, ft.) NUMBER: 2 (NDM) WT. of BACKFILL: 60 (WBF, #/c.f.) WT. of CONCRETE: 87.6 (WCONC, #/c.f.) LLTANK , LDM , r DTS J�IB �D H DM I. TANK AND SUMP DISPLACEMENT: A. TANK: [PI*(D/2)A2} * LTANK B. SUMP: {[(PI * (SD/2)A2) * SH] / 1728 IN/CFT} * N s TOTAL BOUYANT FORCE: 2824 x 62.4 II. RESTRAINING FORCES: A. WT. OF TANK = W TANK B. OVERBURDEN —TANK BACKFILL: W TBF = {[D * (D/2 + (B -Ts))] - [Pl*(D/2)A2)/2]} * LTANK* WBF C. OVERBURDEN -- DEADMAN BACKFILL: W DMBF= [D+(B-Ts)-HDM)]*LDM*WDM *WBF*NDM D. OVERBURDEN — TOP SLAB: WTS= (D+2)*(LTANK +4)*DTS*WCONC E. WT. OF DEADMEN: = 2723 = 101 2824 = 176187 = 30400 91591 = 79166 = 27235 WDM = LDM * HDM * WDM * WCONC * NDM = 9374 TOTAL RESTRAINING FORCE: WTANK+WTBF+WDMBF+WTS+WDM = 237767 III. SUMMARY: BOUYANT FORCE RESTRAINING FORCE(S) _ SAFETY FACTOR IV. ASSUMPTIONS: 1. No Ballast. 2. No Friction. 3. Groundwater to topside of topslab. DTS �M 176187 1 237767 1.35 (> 1.0) es ........ o Q�� No.34748 t 9 ' e STATE OF s OVAL s s�'n..erve.v act Richard R. Morris, P.E.