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TABLE D <br />LIFT STATION ANALYSIS <br />EX. <br />CALIBRATED <br />APRIL 1985 <br />SUMMATION <br />SUMMATION <br />L.S. RATED CAPACITY CAPACITY gpmT <br />RAINFALL <br />FUTURE PEAK <br />FUTURE PEAK <br />1 PUMP ONLY PUMP 1 <br />PUMP 2 BOTH <br />EVENT <br />11OURLY FLOW <br />INSTANTANEOUS FLOW <br />L-49 300 <br />174 <br />155 298 <br />194 <br />323 <br />375 <br />L-46 380 <br />307 <br />444 551 <br />701 <br />1,125 <br />1,305 <br />L-45 415 <br />365 <br />432 631 <br />750 <br />1,219 <br />1,414 <br />L-44 560 <br />574 <br />615 883 <br />1,125 <br />1,981 <br />2,299 <br />L-43 640 <br />783 <br />776 877 <br />1,236 <br />2,253 <br />2,614 <br />L-59 2,400 <br />1,258 <br />2,299 <br />2,667 <br />1,258 gpm <br />2,299 gpm <br />2,667 gpm <br />(1.811 mgd) <br />(3.31 mgd) <br />(3.84 mgd) <br />INTERCEPTOR ANALYSIS <br />APRIL 1985 <br />SUMMATION <br />SUMMATION <br />RAINFALL <br />FUTURE PEAK <br />FUTURE PEAK <br />SEGMENT EX. <br />APACITY <br />(gpm) <br />EvEwr <br />HOURLY FLOW <br />INSTANTANEOUS FLOW <br />L-49 <br />540 <br />- <br />323 <br />315 <br />L-49-L-46 <br />730 <br />701 <br />1,125 <br />1,305 <br />L-46-L-45 <br />780 <br />750 <br />1,219 <br />1,414 <br />L-45-L-44 <br />1,100 <br />1,125 <br />1,981 <br />2,299 <br />L-44 <br />1,170 <br />1,236 <br />2,253 <br />2,614 <br />L-43-L-59 <br />1,310 <br />1.258 <br />2,299 <br />2,667 <br />1,258 gpm <br />2,299 Spa <br />2,667 Spa <br />(1.811 rogd ) <br />( 3. 31 sgd ) <br />(3,84 o9d' <br />- 4 _ <br />3652d <br />