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LOW PROFILE ACCESS COVER WITH STAINLESS STEEL BOLTS <br /> FLOAT TREE SUPPORT BRACKET NOTE: DIVERT SURFACE <br /> Slope Groundw/CORDS NEATLY P DRAINAGE AWAY FROM <br /> -away from Ris 24" DIA ULTRA RIB RISER THE SYSTEM <br /> ULTRA RIBPRISER PERFORMANCE CURVE <br /> OUTLET FILTER HANDLE BALL VALVE PUMP SIZING CALCULATIONS: <br /> Efuetit IFTING`a` WEBTROL VE5A46 (115 HOLT) DESIRED FLOW OF 7-12 GPM PER POD WITH A DOSE <br /> -- LIFTING ROPE NOTES ON FLOAT SETTINGS: <br /> INLET TEE ------ _ FLOAT PURPOSE DISTANCE (INCHES) GALLONS 50 VOLUME OF 5-15 GALLONS PER MODULE PER POD. <br /> OUTLET TEE CHECK VALVE UP FROM TANK FLOOR <br /> WITH A DESIGN FLOW OF 600 GPD AND APPROXIMATE <br /> WITH SIM TECH STF-110 OUTLET FILTER EMERGENCY STORAGE TIMER ACTIVATION16" 330 40 FLOW OF 30 GPM (4 PODS AT 7.5 GPM/POD)CALCULATED PUMP FLOW REQUIREMENTS ARE: <br /> Liquid Level_ aLiquid Leel HIGH LEVEL ALARM 28" 662 <br /> OUTLET TO PUMP TANK INLET TEE TOTAL TANK 54" 1287 30 <br /> SYSTEM RESERVE VOLUME CONSISTS OF PUMP TANK ABOVE WORKING VOLUME. I; 20STATIC HEAD OF 12' PLUS <10 FEET FOR FRICTION LOSS <br /> FLOAT DRAW DIFFERENTIAL (PIPE RUN AND BEDS) PUMP PROVIDING: <br /> Baffle Wafer —� <br /> PUMP 1287 GALLON PUMP TANK — 662 GALLONS HIGH LEVEL ACTIVATION = 625 `'� <br /> Port 4' HIGH GALLONS RESERVE CAPACITY. 10 30 GPM AT 22'. <br /> TIMER ACTIVATION BLOCK <br /> p USE WEBTROL VE5A46 EFFLUENT PUMP. <br /> 0 20 40 60 80 CONTROL PANEL SHALL BE ALDERON SMARTPANEL <br /> GALLONS PER MINUTE (PROGRAMMABLE TIMER, DOSE COUNTER) <br /> DESIGN NOTE: A RUN TIME OF 1 MINUTE 15 SECONDS PER PUMP <br /> SEPTIC TANK <br /> NOTE: INSPECT EXISTING SEPTIC TANK FOR SERVICEABILITY, ONLY RESIDENTIAL STRENGTH TYPICAL WASTEWATER SHALL ENTER SEPTIC SYSTEM. CYCLE WILL PROVIDE APPROXIMATELY 37.5 GALLONS PER <br /> EXISTING SEPTIC TANK IF SERVICEABLE RETROFIT WITH COMPONENTS AS SHOWN. PUMP TANK 4 BEDROOM PUMP CYCLE (7.5 GALLONS PER POD) AND WILL <br /> INFILTRATOR IM 1D60 600 GPD MAX DESIGN FLOWI REQUIRE 16 CYCLES PER 24 HOUR PERIOD. <br /> IF NOT—SERVICEABLE CONSULT ENGINEER—OF—RECORD CONTROL PANEL SETTINGS: <br /> SEPTIC TANK NOT TO SCALE APPLICATION RATE 0.4 GPD/SQ FT <br /> APPLICATION AREA 1500 SQ FT 2 HOURS OFF (1 : 59 HOURS) AND <br /> USE GRAVEL PAD 10' X 150' — FOLLOW CONTOUR 1 MINUTE 15 SECONDS ON. <br /> LINEAR LOADING RATE (LLR): 0.4 GPD/SQ FT X 10 SQ FT = 4 GPD LF VERIFY ACTUAL PUMP FLOWS AND ADJUST PUMP CYCLE <br /> / TIMES AS NECESSARY TO ACHIEVE DESIGN DAILY FLOW <br /> CONTROL PANEL ANUA PURAFLO DESIGN GUIDELINES SPECIFY ONE TREATMENT POD PER BEDROOM OF THE DWELLING. OF 12 CYCLES PER DAY. <br /> THEREFORE, WITH A FOUR BEDROOM DWELLING FOUR PODS SHALL BE INSTALLED. THESES PODS ARE <br /> SHOWN UNIFORMLY DISTRIBUTED OVER THE GRAVEL PAD, <br /> 4 X 4 PRESSURE TREATED POST RESERVE AREA NOTE: AS THIS IS A REPLACEMENT OWTS, RESERVE AREA IS NOT INDICATED. THIS IS <br /> ° 3/4" SCH 80 CONDUIT TO PUMP SUMP A LARGE PARCEL AND PRESUMABLY THERE IS SIMILAR SITE CONDITIONS AND AREA AVAILABLE ON <br /> ANOTHER PORTION OF THIS PARCEL, BUT THIS PLAN DOES NOT ADDRESS RESERVE AREA FURTHER <br /> ° 3/4" SCH 80 CONDUIT POWER THAN THIS INFORMATION. <br /> ° <br /> ° <br /> ° CONDUIT SUPPORT <br /> ° <br /> ° <br /> ° <br /> ° <br /> ° <br /> ° <br /> ° <br /> PVC CONDUIT TO PUMP SCH 40 CONDUIT POWER <br /> ° BURIAL DEPTH ACCORDING TO BUILDING DEPARTMENT <br /> ° <br /> ° <br /> ° <br /> CONTROL PANEL DETAIL <br /> ALDERON SMARTPANEL <br /> NOT TO SCALE <br /> rOBSERVATION WELL PURAFLO POD <br /> SLOPE <br /> FINISHED GRADE 41 <br /> 3:1 OR F1A'f� <br /> 12" MINIMUM <br /> _ 40Z FILTER FABRIC <br /> EXISTING GRADE <br /> 5" UNDER POD V GRAVEL DEPTH <br /> PROPERLY <br /> NATIVE SOIL BACKFILL 8' MINIMUM RIPPED NATIVE SOIL <br /> 10' <br /> 8' MINIMUM <br /> 3/8" x 1• WASHED GRAVEL <br /> SEE NOTES ON GRAVEL <br /> 24" MIN TRACER WIRE #14 THHN <br /> SAMPLING PORT <br /> ELECT BAA <br /> 2" SCH PVC PIPE BLUE MODULE GREEN MODULE SOIL COVER SHALL BE NATIVE SOIL OR <br /> BACKFILL (<1"� E BLUE MODULE BLUE MODULE ENGINEER—OF—RECORD APPROVED SANDY LOAM <br /> 3.1 F1A � � • e . • e " • " ' " 3 r <br /> 12" MINIMUM FCA <br /> 40Z FILTER FABRIC op <br /> T?;�pif SCOp� <br /> 12" MINIMUM <br /> T <br /> PROPERLY <br /> 9' GRAVEL DEPTH <br /> PROPLERLY <br /> EFFLUENT TRANSPORT PPE DETAIL 8' MINIMUM RIPPED NATIVE SOIL RIPPED NATIVE SOIL <br /> Asa' <br /> B' MINIMUM <br /> NOT TO SCALL <br /> 1-1 e Hole drilled at <br /> Installation 5"from bottom <br /> A End cap after <br /> host connectlon <br /> � SAMPLE BASIN <br /> II DETAIL mien with <br /> A orifice plate <br /> 5-1"pram holes <br /> 0 0 0 o o ° dried at Installation \� CONNECTION DETAIL <br /> ELEVATION VIEW END VIEW <br /> OWTS PLAN <br /> ® " • <br /> PLAN VIEW 10651 E HARNEY LANE <br /> LODI CALIFORNIA <br /> SECTION VIEW A <br /> PLAN VIEW <br /> PROPERTY OWNER APN: <br /> c/o NATE MARTINEZ 06316030 <br /> Sample pipe—/ Drain H°1es <br /> GREEN MODULE DETAIL PO BOX 1352 SCALE: <br /> _ - <br /> ELEVATION VIEW END VIEW �O e'0 /v RIVERBANK CA 95367 1gl <br /> TYPICAL TREATMENT AND DISPERSAL SYSTEM BLUE MODULE DETAIL o � CONTOUR INTERVAL: <br /> CROSS SECTION ��' �� ti��oFz AC <br /> NONE <br /> NOT TO SCALE �, <br /> RN <br /> Na. 66172 DATE: <br /> ONSITE, 1C1C:M NOV. 14, 2019 <br /> � C!V PROJECT NO, <br /> - qTF of- c���Fo� ACORN ONSITE, INC. 829 <br /> 2288 BUENA VISTA AVENUE, LIVERMORE, CALIFORNIA 94550 <br /> (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br /> SEPTIC SYSTEM ENGINEERING 2 OF 2 <br />