sps-1100_1_1

BASED ON WATER CORPORATION DRAWING RUTH HARRIS REDFERN STREET 13.74-52.5/180-2.25 HALL MARSH TUDOR BAILEY 22.74-70/180-4.97 STREET EAGLE REDFERN STREET STREET STREET STREET STREET MAPLE BRYAN STREET FREEWAY 52.66-14976-13.69 POINTER ROAD 26.01-70/180-5.69 ANDA MARTIN CRESCENT ROAD COATS DRIVE FENTON PARRY 3.83-21600-144 STREET STREET 8.53-70/220-2.28 DRAIN 5.83-16992-172 BRYAN QUEEN FALCON CL. PROPOSED CARLTON PUMPING STATION NO.1 HARRIS STREET STREET BARN CLARK PL. ROAD ST. 6.75-87.5/180-1.48 RESERVE SWAN AVENUE HUNT ROAD 14.75-87.5/180-4.03 HARRIS STREET VIEW ROAD 5.62-87.5/210-1.79 9.22-87.5/180-2.52 BAIN ST. OXFORD ROAD INITIAL ULTIMATE PARAMETER MAXIMUM INFLOW TO PUMPING STATION: STORAGE TIME IN SEWERAGE SYSTEM AT ULTIMATE GRAVITY SEWER DESIGN FLOW CONDITION AND INVERT LEVEL OF STORAGE VOLUME OF WET- WELL BETWEEN CUT OUT-AT LEVEL AND BASED ON 5 STARTS/HOUR (3 MIN STORAGE AT PUMP RATE) THIS IS SUITABLE FOR A MAXIMUM PUMPING FLOW RATE OF: EMERGENCY OVERFLOW PIPE (OVERFLOW TO CONTRIBUTING PEAK FLOW 18.70 L/s PUMPING RATE 25.0 L/s FLOW FROM GLEN IRIS 17.49-105/180-5.73 BISHOP STREET STREET STREET - STORAGE TANK VOLUME - SYSTEM STORAGE VOLUME TOTAL STORAGE VOLUME BETWEEN HIGH LEVEL ALARM LEVEL ULTIMATE DUTY CUT-IN LEVEL ENVIRONMENT). GROSS CATCHMENT AREA: NETT CATCHMENT AREA: PUMPING FLOW RATE(S): 403.1m 312.8m 249.59 ha 187.19 ha 66.29 L/s 88 L/s 3.5 hrs 3 NIL 256.3m 88 L/s 5.2 hrs 15840 L 22.46 L/s 30 L/s 20.38 ha 15.28 ha 3 3 14.75 - 87.5/180 - 4.03 NON RESIDENTIAL 52.66 - 14976 - 13.69 ST. DN 300 PRESSURE MAIN SWAN GRATE ST. AVENUE VENTOR ST. LIME ST. DISCHARGE MH LEGEND RESIDENTIAL NOTES

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BASED ON WATER CORPORATION DRAWINGRUTHHARRISREDFERN STREET13.74-52.5/180-2.25HALLMARSHTUDORBAILEY22.74-70/180-4.97STREET EAGLEREDFERN STREETSTREETSTREETSTREETSTREETMAPLEBRYAN STREETFREEWAY52.66-14976-13.69POINTERROAD26.01-70/180-5.69ANDAMARTINCRESCENTROADCOATSDRIVEFENTONPARRY3.83-21600-144STREETSTREET8.53-70/220-2.28DRAIN5.83-16992-172BRYANQUEENFALCONCL.PROPOSED CARLTONPUMPING STATION NO.1HARRIS STREETSTREET BARNCLARKPL.ROADST.6.75-87.5/180-1.48RESERVESWANAVENUEHUNTROAD14.75-87.5/180-4.03HARRISSTREETVIEWROAD5.62-87.5/210-1.799.22-87.5/180-2.52BAINST.OXFORD ROADINITIAL ULTIMATE PARAMETERMAXIMUM INFLOW TO PUMPING STATION:STORAGE TIME IN SEWERAGE SYSTEM ATULTIMATE GRAVITY SEWER DESIGN FLOW CONDITIONAND INVERT LEVEL OFSTORAGE VOLUME OF WET- WELL BETWEENCUT OUT-AT LEVELANDBASED ON 5 STARTS/HOUR (3 MIN STORAGEAT PUMP RATE) THIS IS SUITABLE FOR AMAXIMUM PUMPING FLOW RATE OF:EMERGENCY OVERFLOW PIPE (OVERFLOW TOCONTRIBUTING PEAK FLOW18.70 L/sPUMPING RATE25.0 L/sFLOW FROM GLEN IRIS17.49-105/180-5.73BISHOPSTREETSTREETSTREET- STORAGE TANK VOLUME- SYSTEM STORAGE VOLUMETOTAL STORAGE VOLUMEBETWEEN HIGH LEVEL ALARM LEVEL ULTIMATE DUTY CUT-IN LEVELENVIRONMENT).GROSS CATCHMENT AREA:NETT CATCHMENT AREA:PUMPING FLOW RATE(S):403.1m312.8m249.59 ha187.19 ha66.29 L/s88 L/s3.5 hrs3NIL256.3m88 L/s5.2 hrs 15840 L 22.46 L/s30 L/s20.38 ha15.28 ha3314.75 - 87.5/180 - 4.03NON RESIDENTIAL52.66 - 14976 - 13.69ST.DN 300 PRESSURE MAINSWANGRATE ST.AVENUE VENTORST.LIMEST.DISCHARGE MHLEGENDRESIDENTIALNOTES

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