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I <br />D <br />C <br />SSS BUILDING <br />;S FOR DETAILS <br />2 1/2" <br />TYPICAL FRONT ELEVATION <br />GS ANCHOR BOLTS SIZE <br />AND SPACING PER EQUIP <br />MFR ROMTS (TYP). SURMIT <br />TYPICAL FOOTING DETAIL <br />TYPICAL FIBER -GLASS <br />BUILDING <br />X11• <br />;ONC SLAB SEE <br />SET BELOW <br />3" BACKWATER VALVE IN <br />10"X17" CONC BOX, BROOKS <br />36 SERIES OR EQUAL <br />2" SLUDGE FROM <br />DIGESTER SEE <br />SH 12 <br />4'-0" 2'-0" <br />PLAN <br />2" PBV IN <br />VERTICAL <br />E • F <br />2"PVC CONDUIT W/ I" -SOH <br />PT TO HYPOCHLORITE STOP <br />TANK, SEE SH 18 <br />2" TO SLUDGE <br />DEWATERING UNIT <br />—3" FD W/FUNNEL <br />TOP, JONESPEC <br />SERIES 21221 -RF -4 <br />—2" POLYMER TANK <br />DRAIN <br />w)ER . POLYMER _ SLUDGE vuQ I/6HP MAXI-TORQ TEFC GEARMOTOR 90 RPM <br />RUNNING TIME METER POLYMER SOLUTION PUMP,TEFC.95 PSI MAX <br />FLOJET,DIAPHRAGM <br />FIBERGLASS POYMER WETTING FUNNEL <br />CONTROL PANEL POLYMER SAMPLE TAPE BYPASS <br />NEMA 4X _ <br />0-100 PSI LIQUID FILLED PRESSURE GAUGE <br />TO DRAIMAD �J <br />4 WIRE PLUG BALL VALVE <br />L1 ,C,G,RETURN p <br />I Vi- FIP WATER TAP <br />115V POWER SUPPLY 20 PSI MINIMUM <br />20 AMP CIRCUIT 90 GALLON <br />0 POLYETHYLENE TANK <br />I J 24"X24"X36" <br />II r-� STATIC FLOCCULATOR m <br />8" DIAMETER II r 10 LINEAR FEET 2" PIPE <br />PROPELLER <br />�- SLUDGE SAMPLE TAP <br />ALUMINUM SUPPORT <br />Li <br />STAND 24"X24" <br />2" POLYMER 2" SUCTION INLET _ <br />TANK DRAIN PVC UNION <br />I HP ORCONNECTION z N <br />JC EW IT FC MOTOR MOYNO 367 PUMP <br />WRAP PIPE W/ 3/8" THICK ----SECURE TO CONC WITH <br />60 DUROMETER RUBBER SHEETING GS ANCHOR BOLTS SIZE <br />BEFORE POURING CONC SECURE AND SPACING PER EQUIP <br />TO PIPE WITH 2 STL BANDS MFR RQMTS (TYP),SUBMIT <br />ANCHORAGE CALCULATIONS <br />2" TO SLUDGEPER SPEC SEC 11010 <br />DEWATERING UNIT <br />SECTION <br />POLYMER FEED <br />L <br />FOUR-WAY <br />VALVE(TYP) <br />SODIUM <br />HYPOCHLORITE <br />PUMP (2) <br />1/2" PT PRESS <br />RELIEF BACK TO <br />STORAGE TANK <br />(TYP) <br />H <br />DESCRIPTION <br />BY 1 APP I DATE <br />2"PVC CONDUIT W/ I" -SOB <br />PT TO BISULFITE STORAGE <br />TANK, SEE SH 18 <br />2"PVC CONDUIT W/ 1/2 "-SOH <br />PT TO RAW SEWAGE PS, <br />SEE SH 5 <br />I�I <br />t s/Ope I- <br />° FO - <br />I <br />U <br />N <br />L U <br />HOSE <br />73/A,,TV2 %2" <br />RACK <br />SODIUM <br />BISULFITE <br />PUMP (2) <br />SHV Al <br />1'-4" I' -10"P <br />-T' <br />slope <br />to D <br />SAFETY SHOWER/EYEWASH ,C J <br />� <br />HEIGHT TO BE MODIFIED <br />2" SLUDGE FROM <br />DIGESTER SEE <br />SH 12 <br />4'-0" 2'-0" <br />PLAN <br />2" PBV IN <br />VERTICAL <br />E • F <br />2"PVC CONDUIT W/ I" -SOH <br />PT TO HYPOCHLORITE STOP <br />TANK, SEE SH 18 <br />2" TO SLUDGE <br />DEWATERING UNIT <br />—3" FD W/FUNNEL <br />TOP, JONESPEC <br />SERIES 21221 -RF -4 <br />—2" POLYMER TANK <br />DRAIN <br />w)ER . POLYMER _ SLUDGE vuQ I/6HP MAXI-TORQ TEFC GEARMOTOR 90 RPM <br />RUNNING TIME METER POLYMER SOLUTION PUMP,TEFC.95 PSI MAX <br />FLOJET,DIAPHRAGM <br />FIBERGLASS POYMER WETTING FUNNEL <br />CONTROL PANEL POLYMER SAMPLE TAPE BYPASS <br />NEMA 4X _ <br />0-100 PSI LIQUID FILLED PRESSURE GAUGE <br />TO DRAIMAD �J <br />4 WIRE PLUG BALL VALVE <br />L1 ,C,G,RETURN p <br />I Vi- FIP WATER TAP <br />115V POWER SUPPLY 20 PSI MINIMUM <br />20 AMP CIRCUIT 90 GALLON <br />0 POLYETHYLENE TANK <br />I J 24"X24"X36" <br />II r-� STATIC FLOCCULATOR m <br />8" DIAMETER II r 10 LINEAR FEET 2" PIPE <br />PROPELLER <br />�- SLUDGE SAMPLE TAP <br />ALUMINUM SUPPORT <br />Li <br />STAND 24"X24" <br />2" POLYMER 2" SUCTION INLET _ <br />TANK DRAIN PVC UNION <br />I HP ORCONNECTION z N <br />JC EW IT FC MOTOR MOYNO 367 PUMP <br />WRAP PIPE W/ 3/8" THICK ----SECURE TO CONC WITH <br />60 DUROMETER RUBBER SHEETING GS ANCHOR BOLTS SIZE <br />BEFORE POURING CONC SECURE AND SPACING PER EQUIP <br />TO PIPE WITH 2 STL BANDS MFR RQMTS (TYP),SUBMIT <br />ANCHORAGE CALCULATIONS <br />2" TO SLUDGEPER SPEC SEC 11010 <br />DEWATERING UNIT <br />SECTION <br />POLYMER FEED <br />L <br />FOUR-WAY <br />VALVE(TYP) <br />SODIUM <br />HYPOCHLORITE <br />PUMP (2) <br />1/2" PT PRESS <br />RELIEF BACK TO <br />STORAGE TANK <br />(TYP) <br />H <br />DESCRIPTION <br />BY 1 APP I DATE <br />2"PVC CONDUIT W/ I" -SOB <br />PT TO BISULFITE STORAGE <br />TANK, SEE SH 18 <br />2"PVC CONDUIT W/ 1/2 "-SOH <br />PT TO RAW SEWAGE PS, <br />SEE SH 5 <br />3" FD, CENTERED <br />UNDER SHOWER <br />PULSATION DAMPENER <br />31 CU IN VOLUME (TYP) <br />. , <br />3/4 " <br />I <br />U <br />I J <br />U <br />L U <br />U J <br />73/A,,TV2 %2" <br />SODIUM <br />HYPOCHLORITE <br />PUMP (2) <br />SODIUM <br />BISULFITE <br />PUMP (2) <br />I"HV <br />1'-4" I' -10"P <br />-T' <br />slope <br />to D <br />SAFETY SHOWER/EYEWASH ,C J <br />� <br />HEIGHT TO BE MODIFIED <br />TO <br />\ U <br />SUIT STRUCTURE <br />3" FD, CENTERED <br />UNDER SHOWER <br />PULSATION DAMPENER <br />31 CU IN VOLUME (TYP) <br />. , <br />3/4 " <br />11 <br />=2. <br />73/A,,TV2 %2" <br />V2' <br />VY V2' <br />NOTE:MOUNT PUMP BRKTS <br />AND SECURE PIPING TO 3/4" <br />PLYWOOD SECURED TO WALL <br />W/ 1/2" SST BOLTS AS READ <br />I" -SOH ) PT <br />PTC 1" -SOB <br />SECTION <br />V2 ' <br />2"PVC CONDUIT W/ 1/2 "-SOH <br />PT TO CHLORINE CONTACT <br />BASIN,SEE SH 6 <br />5 <br />2" PVC CONDUIT W/ 1/2 "-SOB <br />PT TO CHLORINE CONTACT <br />BASIN,SEE SH 6 4 <br />I 1/4" -WP <br />3" BACKWATER VALVE IN <br />10"X17" CONC BOX, BROOKS <br />36 SERIES OR EQUAL <br />-4 <br />L <br />V2" <br />V2' V2' <br />HYPOCHLORITE/ SODIUM <br />BISULFITE FEED <br />PULSATION DAMPENER <br />12 CU IN VOLUME <br />FIBER -GLASS <br />BUILDING <br />CALIBRATION <br />CHAMBER(TYP) <br />SODIUM <br />BISULFITE <br />PUMP (2) <br />FLUSHING CONNECTION <br />I" PBV W/1" FEMALE HOSE <br />ADAPTOR, DESANNO#73 <br />OR EQUAL (TYP OF 3) <br />TUBING ADAPTOR <br />(TYP) <br />I/2" PT(TYP) <br />2"PVC CONDUIT TERMINATE <br />4" ABOVE FLR, PROVIDE DRILLED <br />RUBBER PLUG (TYP OF 5) <br />�o j%tiESSIg, <br />Sr0,:Fye <br />� <br />� : o(�p9.3o•y6� , m <br />' 4 No 6513 '-; 9; <br />civ <br />`�'Ilf OF �Cal1E0���� <br />SCALE DATE DESIGNED RRR SUBMITTED DEWANTE AND 8TOWELL FLAG CITY DRAWING NUMBER SHEET NUMBER <br />AUGUST 1994 9AN �OAQUIN co.. CALIFORNIA CHEMICAL FEED STRUCTURES <br />DRAWN RRR RECOMMENDED <br />3/4" - I'-0" FILE CON8ULTINQ ENAINEERB <br />� 93423 CHECKED ERS APPROVED sACRAYENTO.CALIFORNIA WASTEWATER TREATMENT FACILITIES PLANS, SECTIONS & DETAILS 19 OF 44 <br />a <br />3 <br />