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PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER <br />N <br />O <br />O <br />�L) <br />N <br />Q <br />Of <br />w <br />z <br />w <br />0 <br />0 <br />Q <br />U <br />w <br />0 <br />Q <br />c� <br />w <br />i <br />I <br />0 <br />04 <br />O <br />U <br />w <br />0 <br />ckf <br />o_ <br />i <br />cn <br />I <br />o' <br />o_ <br />w <br />N <br />0 <br />I <br />oB <br />CV <br />w <br />Y <br />N <br />CD <br />O <br />N <br />rn <br />N <br />00 <br />0 <br />w <br />Q <br />U) <br />120 <br />110 <br />100 <br />�Z11 <br />EL 86.00 <br />80 <br />70 <br />EL 83.0 <br />HWL=107.48 <br />AVG=106.63 <br />LWL=106.34 <br />BAR SCREEN <br />HWL=106.59 <br />AVG=105.74 <br />LWL=105.36 <br />HWL=97.01 <br />AVG=96.92 <br />HWL=94.32 <br />LWL=96.86 <br />AVG=93.19- <br />HWL=104.34 <br />LWL=92.86 <br />AVG=103.98 <br />HWL=101.75 <br />LWL=103.82 <br />AVG=101.48 <br />WEIR <br />EL 109.50 <br />LWL=101.30 <br />EL <br />96.75 <br />EL 106.00T <br />EL 105.00 <br />EL 105.67 <br />EL 103.50 <br />WEIR <br />EL 101.00 <br />HWL=97.60 <br />AVG=97.08 <br />LWL=96.90 <br />- <br />EL <br />83.00 <br />CL EL 85.00 <br />CL EL 74.29 I , <br />60 HEADWORKS <br />C=ABER SOSSCREENING GRIT <br />FLOW SEGMENT SUMMARY <br />UNIT PROCESS STRUCTURE <br />DESIGN FLOW (MGD) <br />No OF UNITS IN <br />SERVICE <br />FILTER PUMP STATION <br />11.25 <br />1 TO 4 <br />FILTERS <br />11.25 <br />5 <br />FILTER BYPASS <br />9.50 <br />- <br />NOTES: <br />1. EXISTING FLOW INFORMATION FROM MWH RECORD DRAWING <br />DATED: 09/18/09. <br />-LOW PLANT FLOW: 2.25 MGD <br />-AVERAGE DAILY FLOW: 4.50 MGD <br />-PEAK HOURLY FLOW: 11.25 MGD <br />2. DESIGN FLOWS SHOWN REPRESENT THE PEAK HOURLY <br />FLOWS CALCULATED WITH ONE UNIT IN SERVICE FOR <br />CLASS 1 RELIABILITY. <br />1 <br />CL EL 74.42 <br />FROM 2009 MWH RECORD <br />DRAWINGS AND 2018 SURVEY <br />HWL=91.07 <br />AVG=90.18 _ <br />LWL=90.01 <br />WEIR <br />EL 92.70 <br />HWL=92.80 <br />AVG=92.77 <br />LWL=92.75 <br />EL 99.50 <br />TWO -STAGE OXIDATION DITCH <br />TYP OF 2 <br />TREATMENT FACILITY DESIGN FLOW <br />DESIGN FLOW <br />MGD <br />PEAKING FACTOR <br />AADF <br />4.50 <br />-- <br />MMADF <br />5.60 <br />1.10 <br />PDF <br />9.00 <br />2.00 <br />PHF <br />11.25 <br />2.50 <br />START UP <br />1.60 <br />-- <br />EL 75.24--1 <br />Cl EL 73.94 <br />120 <br />100 <br />�'I� <br />80 <br />/0 <br />60 <br />EL--78.70 <br />FINAL CLARIFIER <br />(TYP OF 2 <br />1 <br />I <br />I <br />i <br />i <br />I <br />HWL=90.00 <br />IAVG=86.25 <br />I LWL=78.001 <br />!EL 93.55 <br />I <br />I <br />I <br />I <br />I <br />COMBINATION WEIR <br />V-NOTCH EL 97.00- <br />RECTANGULAR 98.00 � <br />HWL=98.96 <br />AVG=98.42 <br />LWL=97.93� <br />EL 100.00 <br />EL 74.00 <br />1 <br />I <br />I - <br />FILTER PUMP STATION <br />I WET WELL <br />1 <br />I <br />I <br />I <br />FROM 2009 MWH RECORD <br />DRAWINGS AND 2018 SURVEY <br />WEIR <br />EL 87.00 <br />HWL=87.70- <br />EL 89.00 <br />CHLORINE CONTACT BASIN <br />TYPOF2 <br />HWL=100.7 <br />LE 74.00 <br />HWL=96.55 <br />AVG=96.50 <br />LWL=96.45 <br />HWL=92.56 <br />AVG=92.50 <br />LWL=92.45 <br />WEIR <br />EL 92.42 <br />IEL <br />93.58 <br />HWL=92.32 <br />AVG=88.32 <br />LWL=87.73 <br />FILTER BYPASS <br />FILTERS <br />TYPOF5 <br />GRAPHIC SCALE <br />120 o s 10 20 <br />SCALE IN FEET <br />110 <br />100 <br />00 <br />6() <br />120 <br />110 <br />100 <br />90 <br />No TO RECLAIMED WATER SYSTEM <br />80 <br />- - - - � TO RAPID INFILTRATION BASINS <br />r <br />1.5 MG RECLAIMED RECLAIMED <br />WATER GROUND WATER PUMP F;�_ <br />STORAGE TANK STATION <br />APPROVED BY PROJECT NO: DATE: <br />DESIGNED AHOLMES WASTEWATER TREATMENT FACILITY <br />J26110-025-01 MARCH 2O20 <br />DRAWN J K RAM ER onem rnun <br />ADVANCED WATER TREATMENT UPGRADE HYDRAULIC PROFILE INDEX NO: DWG NO: <br />CERTIFICATE OF ALE, FLORIDA32 41 / CITY OF ZEPHYRHILLS FLORIDA ANTHONY R. HOLM ES <br />CHECKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLOIDA 32641 / (352) 377- 5821 , 66 <br />LTR. DATE REVISIONS BY JAPPRD.1 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. #70809 <br />6 <br />