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t <br />A <br />1 <br />C <br />— By-pass <br />I EMERGENCY <br />I STORAGE <br />I <br />I � <br />I SLUDGE DEWATERING <br />I r— <br />J- — — — ---� r <br />RAW SEWAGE,� c) <br />AEROBIC DIGESTER a aI <br />PUMP STATION � mi <br />r EQUALIZATION 1 .,Y <br />BAR SCREEN <br />AERATION/CLARIFICATION <br />BASIC DESIGN DATA <br />BLOWER BLDG <br />STORAGE <br />To Raw Sewage <br />Pump Station <br />To Highline Canal <br />SCHEMATIC DIAGRAM <br />NO SCALE <br />AVERAGE DESIGN FLOW <br />0.16 MGD <br />0.25 MGD <br />PEAK DESIGN FLOW <br />0.64 MGD <br />0.80 MGD <br />BODS <br />250 mgl/L <br />250 mgl/L <br />TOTAL SUSPENDED SOLIDS <br />250 mgl/L <br />250 mgl/L <br />AMMONIA NITROGEN <br />25 mgl/L <br />25 mgl/L <br />RAW SEWAGE PUMP STATION <br />PUMPS, TYPE <br />SUBMERSIBLE, REMOVABLE <br />PUMPS, NO. <br />2 <br />2 <br />CAPACITY, EACH <br />450 gpm <br />560 gpm <br />SPEED <br />FIXED <br />FIXED <br />HORSEPOWER <br />7.5 <br />7.5 <br />STANDBY POWER <br />YES <br />YES <br />(a) Design data are given for two capacities, 0.16 and 0.25 MGD, when applicable. <br />IPUMPS <br />FILTER <br />C <br />CHLORINE <br />CONTACT <br />BASIN <br />TREATMENT UNf <br />C <br />W <br />ME <br />C <br />F <br />LOT 9 Fence (Typ) <br />X x x :- <br />EMERGENCY <br />STORAGE BASIN <br />AERATION/ AEROBIC DIGESTER <br />RAW SEWAGE CLARIFICATION <br />PUMP STATION EQUALIZATION BASIN <br />V <br />J 00 SLUDGE <br />BAR SCREEN CHLORINE CONTACT DEWATERING <br />Q BASIN <br />t!J <br />CONTROL <br />BUILDING *// <br />20' Double Gate BLOWER 7FILTEP=ORMER (=FUEL TANKBl / <br />EMERGENCY <br />GENERATOR <br />DESIGN DATA(a) <br />NUMBER <br />2 <br />2 <br />CAPACITY, EACH <br />0.08 MGD <br />0.125 MGD <br />TYPE <br />EXT. AIR, ACTIVATED SLUDGE <br />HYDRAULIC RESIDENCE <br />18 HRS. <br />18 HRS. <br />F/M <br />0.05 to 0.10 <br />0.05 to 0.10 <br />AERATION <br />DIFFUSED AIR <br />CLARIFIERS OVERFLOW RATE <br />350 GPD/SQ. FT. <br />350 GPD/SQ. FT. <br />RETURN RATE <br />100% <br />100% <br />VOLATILE SOLIDS LOADING <br />0.05 LBS/CU.FT./DAY <br />1105LBS/CU.FTJDAY <br />BLOWERS, TYPE <br />POS. DISPL. <br />POS. DISP. <br />BLOWERS, NO. <br />3 <br />3 <br />CAPACITY, EACH <br />450 CFM/7 PSIG <br />700 CFM/7 PSIG <br />FLOW METER <br />TYPE MAGNETIC <br />LOCATION INFLUENT FORCE MAN <br />DE BROGGI <br />SITE PLAN <br />SCALE: 1" = 50' <br />EQUALIZATION STORAGE <br />TYPE TANK <br />TOTAL CAPACITY 50,000 GALS <br />FILTERS <br />TYPE MOVABLE BED <br />FILTER RATE 5 GPM <br />FILTER FEED PUMPS, NO. 2 <br />CHLORINATION AND DECHLORINATION <br />NAOCL FEEDERS 2 <br />SODIUM BISULFITE FEEDERS 2 <br />CONTROL RESID. CHLOR., FLOW <br />x <br />G <br />AS aur'7: 5-95 <br />Property Line (Typ) <br />CHLORINE CONTACT BASIN <br />DETENTION TIME AT PEAK FLOW 2 HRS <br />SLUDGE DEWATERING <br />TYPE BATCH/CONTAINER <br />NO. UNITS 3 <br />EMERGENCY STORAGE <br />VOLUME 1.6 MG <br />DESCRIPTION <br />2.5 MG <br />EMERGENCY GENERATOR <br />TYPE GAS ENGINE <br />VOLTAGE 480 VOLTS <br />FUEL STORAGE TYPE ABOVE GROUND, PROTECTED <br />I <br />BY APP DATE <br />12 -?-1- ;-44 <br />j%%f ESS/p,IIf <br />�QH•H•a~�lF� <br />o . <br />'�i,�9lf OF•Cal1F0���� <br />SCALE DATE DESIGNED ERS SUBMITTED SAN JOAQUIN COUNTY SERVICE AREA 31 DRAWING NUMBER SHEET NUMBER <br />FEB. 1. 1994 ® DEWANTE AND STOWELL SCHEMATIC DIAGRAM SITE PLAN <br />A$ SHOWN FILE DRAWN DS RECOMMENDED CONSULTING ENGINEERS FLAG CITY ' 0 <br />z CHECKED ERS APPROVED SACRAMENTO, CALIFORNIA WASTEWATER TREATMENT PLANT AND DESIGN DATA 3a�� OF 34 <br />0 <br />4 <br />3 <br />N <br />1 <br />