Laserfiche WebLink
A <br />4' DIAMETER INLET LINE <br />APPROVED SEALANT OR <br />ISEALING DEVICE <br />PRETREATMENT CHAMBER <br />INORWECO FRESH AIR VENT ASSEMBLY <br />SINGULAIR AERATOR <br />(SEE NOTE 1) <br />AERATOR MOUNTING CASTING <br />UNDERGROUND POWER SUPPLY ENTRANCE <br />(SEE AERATOR MOUNTING AND INSTALLATION <br />DETAIL DRAWING) <br />APPROVED SEALANT OR <br />SEALING DEVICE -rC <br />1 PRETREATMENT CHAMBER <br />1 SUBMERGED TRANSFER PORT <br />1 EXTENDED AERATION CHAMBER <br />i�— <br />AERATOR MOUNTING CASTING AND <br />COVER WITH FRESH AIR VENT ASSEMBLY <br />SOLVENT WELD <br />CONNECTION <br />tA <br />4' DIAMETER EFFLUENT LINE <br />BIO -KINETIC SYSTEM MOUNTING <br />CASTING AND COVER <br />FINAL CLARIFICATION CHAMBER <br />CAST -IN-PLACE RECEIVING FLANGE <br />BIO -KINETIC SYSTEM LOCKING LUGS <br />MEE <br />GASKETED DISCHARGE <br />FLANGE ASSEMBLY <br />SINGULAIR TANK OUTLET COUPLING <br />TO 4' DIAMETER EFFLUENT LINE <br />BIO -KINETIC SYSTEM DISCHARGE DETAIL <br />BIO -KINETIC SYSTEM MOUNTING <br />CASTING AND COVER <br />BIO -KINETIC SYSTEM LOCKING LUGS GROUT OR <br />SOLVENT WELD <br />:> Q CONNECTION <br />p 4' DIAMETER EFFLUENT LINE <br />T <br />CASTING PICK-UP <br />R <br />•s <br />SINGULAIR BIO -KINETIC <br />SYSTEM DISCHARGE <br />(SEE DETAIL) <br />&Y <br />BIO -KINETIC SYSTEM <br />CAST -IN-PLACE AERATION <br />CHAMBER TRANSFER PORT <br />FINAL CLARIFICATION CHAMBER <br />BIO-STA11C SLUDGE RETURN <br />SYNTHETIC SEAL <br />I <br />I <br />I <br />rT / <br />6(y 6a <br />L -- -- / --- J <br />T <br />U <br />OUTLET END VIEW <br />NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS <br />RATED CAPACITY. 600 GALLONS PER DAY <br />LEACH LINES <br />SHALLOW PRESSURE DISTRIBUTION <br />NOT TO SCALE <br />2 4 " <br />TRENCH BOTTOM MUST BE LEVEL <br />TRENCH MUST FOLLOW CONTOUR <br />LEACH FIELD SIZING: <br />SHALLOW SAND TRENCH PRESSURE DISTRIBUTION <br />4 BEDROOMS, BASED ON SAN JOAQUIN COUNTY ONSITE WASTEWATER TREATMENT SYSTEMS STANDARDS <br />4 BEDROOMS REQUIRED 320 LF OF LEACH FIELD <br />I-0 PVC <br />m I r7 I o umIFICE AT 5' SPACING <br />ORIFICES FACING DOWN <br />RESERVE <br />AREA: DUPLICATE RESERVE AREA IS INDICATED <br />SPACED <br />BETWEEN THE <br />LEACH FIELD <br />TO BE INSTALLED <br />NITROGEN <br />REDUCTION IS ACHIEVED THROUGH THE USE OF <br />A NSF <br />245 CERTIFIED <br />PROPRIETARY <br />TREATMENT UNIT (NORWECO SINGULAIR) <br />Inlet T <br />GENERAL NOTES: <br />O SINGULAIR AERATOR, AS TESTED AND <br />ACCEPTED BY NSF, OPERATING 60 <br />MINUTES ON / 60 MINUTES OFF. <br />® FALL THROUGH SINGULAIR PLANT FROM <br />INLET INVERT TO OUTLET INVERT IS FOUR <br />INCHES. INLET INVERT IS TWELVE INCHES <br />BELOW TANK TOP. <br />O3 DEPTH OF SEWER PIPE LEAVING <br />DWELLING AND ALL PIPE TO LEACH <br />FIELD SHALL BE SUFFICIENTLY <br />SHALLOW TO MAINTAIN MAXIMUM DEPTH <br />OF LEACH LINES AT 42' BELOW GRADE, <br />OTHERWISE PUMP SYSTEM SHALL BE <br />REQUIRED. <br />A) TANK REINFORCED PER ACI STD. 318. <br />® REMOVABLE COVERS SHALL BE <br />FASTENED WITH STAINLESS STEEL <br />SCREWS TO PREVENT UNAUTHORIZED <br />ACCESS. <br />© CONTACT THE LOCAL, LICENSED <br />SINGULAIR DISTRIBUTOR FOR ELECTRICAL <br />REQUIREMENTS. <br />Slope Ground <br />Away from Riser <br />Conduit to <br />Control Panel <br />RESERVE <br />FLOAT DRAWDOWN DIFFERENTIAL <br />HIGH LEVEL ALARM <br />PUMP ON/OFF 16" <br />PUMP TANK <br />1000 GALLON MIN— IAPMO APPROVED <br />NOT TO SCALE <br />24" MIN <br />12" MIN VERTICAL CLEARANCE 10' EITHER SIDE OF SSJID CROSSING <br />FINISHED GRADE <br />TIVE SOIL BACKFILL <br />TRACER WIRE #14 THHN <br />2" SCH 40 PVC PIPE <br />SELECT BACKFILL (<l-) <br />4" SCH 40 PVC PIPE CASING (CASING REQUIRED 10' EITHER SIDE OF SSJID CROSSING <br />'IPE CASING SUPPORT AS NECESSARY <br />ORTED 48" CIP CONCRETE IRRIGATION PIPE <br />EFFLUENT TRANSPORT PIPE DETAIL <br />2" SCH 40 PVC <br />NOT TO SCALE <br />1�» nnnnnvrr� pini sir nnv <br />EFFLUENT FROM <br />PUMPING SYSTEM <br />2" SCH 40 PVC <br />KBI GVP-1250—S <br />NOT TO SCALE <br />-PVC Splice Box <br />with Cord Grips <br />-Lid with <br />Stainless Steel Bolts <br />-PVC Riser with Grommet(s) <br />(bond to tank adapter with <br />recommended adhesive) <br />-Discharge Assembly <br />Flexible Hose <br />Effluent Discharge <br />-Tank Adapter (cast or bolted) <br />Float Tree <br />-(Secured to riser) <br />-Check Valve <br />-Level Control <br />Float Assembly <br />-Effluent Pump WEBTROL VE5A46 <br />-4" Concrete Block <br />FFLUENT TO <br />EACH LINE <br />—1/4" SCH 40 PVC <br />BALANCING VALVE AT START OF EACH LEACH LINE <br />CONTROL PANEL <br />4 X 4 PRESSURE TREATED POST <br />3/4" SCH 80 CONDUIT TO PUMP SUMP <br />3/4" SCH 80 CONDUIT POWER <br />—CONDUIT SUPPORT <br />PVC CONDUIT TO PUMP \ \ SCH 40 CONDUIT POWER <br />BURIAL DEPTH ACCORDING TO BUILDING DEPARTMENT <br />ELECTRICAL SUPPLY DESIGN BY OTHERS <br />(MUST HAVE SEPARATE CIRCUITS FOR PUMP AND CONTROL) <br />CONTROL PANEL DETAIL <br />ORENCO Al CT <br />NOT TO SCALE <br />10" APPROVED VALVE BOX <br />1-1/4" SCH 40 PVC BALL VALVE <br />KBI BGV-1250—S <br />LATERAL PIPE FROM PURGE VALVE AT END OF EACH LEACH LINE <br />LEACH LINE <br />PURGE VALVE DETAIL <br />NOT TO SCALE <br />OWTS PLAN <br />285 S AUSTIN ROAD <br />MANTECA, CALIFORNIA <br />PROPERTY OWNER: APN: <br />c/o BATZ GEOTECHNICAL GROUP, INC. 228-020-480 <br />PO BOX 296 SCALE: <br />OAKDALE, CA 95361 1" = NTS <br />QROFESS/ pN <br />CONTOON INTERVAL: <br />AC RN <br />No. 66172 DATE: <br />APR. 5, 2022 <br />�F �F CA��F�� 2288 BUENA VISTA AVOENUEON VERMORE, CALIFORNIA 94550 220770975 <br />4 5 2022 (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br />SEPTIC SYSTEM ENGINEERING 2 OF 2 <br />T <br />�p <br />T <br />IT <br />I. <br />Slope Ground <br />Away from Riser <br />Conduit to <br />Control Panel <br />RESERVE <br />FLOAT DRAWDOWN DIFFERENTIAL <br />HIGH LEVEL ALARM <br />PUMP ON/OFF 16" <br />PUMP TANK <br />1000 GALLON MIN— IAPMO APPROVED <br />NOT TO SCALE <br />24" MIN <br />12" MIN VERTICAL CLEARANCE 10' EITHER SIDE OF SSJID CROSSING <br />FINISHED GRADE <br />TIVE SOIL BACKFILL <br />TRACER WIRE #14 THHN <br />2" SCH 40 PVC PIPE <br />SELECT BACKFILL (<l-) <br />4" SCH 40 PVC PIPE CASING (CASING REQUIRED 10' EITHER SIDE OF SSJID CROSSING <br />'IPE CASING SUPPORT AS NECESSARY <br />ORTED 48" CIP CONCRETE IRRIGATION PIPE <br />EFFLUENT TRANSPORT PIPE DETAIL <br />2" SCH 40 PVC <br />NOT TO SCALE <br />1�» nnnnnvrr� pini sir nnv <br />EFFLUENT FROM <br />PUMPING SYSTEM <br />2" SCH 40 PVC <br />KBI GVP-1250—S <br />NOT TO SCALE <br />-PVC Splice Box <br />with Cord Grips <br />-Lid with <br />Stainless Steel Bolts <br />-PVC Riser with Grommet(s) <br />(bond to tank adapter with <br />recommended adhesive) <br />-Discharge Assembly <br />Flexible Hose <br />Effluent Discharge <br />-Tank Adapter (cast or bolted) <br />Float Tree <br />-(Secured to riser) <br />-Check Valve <br />-Level Control <br />Float Assembly <br />-Effluent Pump WEBTROL VE5A46 <br />-4" Concrete Block <br />FFLUENT TO <br />EACH LINE <br />—1/4" SCH 40 PVC <br />BALANCING VALVE AT START OF EACH LEACH LINE <br />CONTROL PANEL <br />4 X 4 PRESSURE TREATED POST <br />3/4" SCH 80 CONDUIT TO PUMP SUMP <br />3/4" SCH 80 CONDUIT POWER <br />—CONDUIT SUPPORT <br />PVC CONDUIT TO PUMP \ \ SCH 40 CONDUIT POWER <br />BURIAL DEPTH ACCORDING TO BUILDING DEPARTMENT <br />ELECTRICAL SUPPLY DESIGN BY OTHERS <br />(MUST HAVE SEPARATE CIRCUITS FOR PUMP AND CONTROL) <br />CONTROL PANEL DETAIL <br />ORENCO Al CT <br />NOT TO SCALE <br />10" APPROVED VALVE BOX <br />1-1/4" SCH 40 PVC BALL VALVE <br />KBI BGV-1250—S <br />LATERAL PIPE FROM PURGE VALVE AT END OF EACH LEACH LINE <br />LEACH LINE <br />PURGE VALVE DETAIL <br />NOT TO SCALE <br />OWTS PLAN <br />285 S AUSTIN ROAD <br />MANTECA, CALIFORNIA <br />PROPERTY OWNER: APN: <br />c/o BATZ GEOTECHNICAL GROUP, INC. 228-020-480 <br />PO BOX 296 SCALE: <br />OAKDALE, CA 95361 1" = NTS <br />QROFESS/ pN <br />CONTOON INTERVAL: <br />AC RN <br />No. 66172 DATE: <br />APR. 5, 2022 <br />�F �F CA��F�� 2288 BUENA VISTA AVOENUEON VERMORE, CALIFORNIA 94550 220770975 <br />4 5 2022 (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br />SEPTIC SYSTEM ENGINEERING 2 OF 2 <br />