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LOW PROFILE ACCESS COVER WITH STAINLESS STEEL BOLTS NOTE: DIVERT SURFACE <br /> FLOAT TREE SUPPORT BRACKET <br /> W/CORDS NEATLY P DRAINAGE AWAY FROM <br /> Slope Ground 24" DIA ULTRA RIB RISER THE SYSTEM <br /> _4way from RIS <br /> EZ PULL PERFORMANCE PUMP SIZING CALCULATIONS: <br /> ULTRA RIB RISER <br /> OUTLET FILTER HANDLE Effluent D&4 WEBTROL UE5A4.6 (115 DOLT} DESIRED FLOW OF 7-12 GPM PER POD WITH A DOSE <br /> NOTES ON FLOAT SETTINGS: VOLUME OF 5-15 GALLONS PER MODULE PER POD. <br /> LIFTING ROPE FLOAT PURPOSE DISTANCE (INCHES) GALLONS 50 WITH A DESIGN FLOW OF 600 GPD AND APPROXIMATE <br /> INLET TEE _ CHECK VALVE UP' FROM TANK FLOOR 40 FLOW OF 30 GPM {4 PODS AT 7.5 GPM/POD} <br /> OUTLET TEE EMERGENCY STORAGE TIMER ACTIVATION 16 330 CALCULATED PUMP FLOW REQUIREMENTS ARE: <br /> WITH SIM TECH STF-110 OUTLET FILTER HIGH LEVEL ALARM 28" 662 <br /> Liquid Levels _ o Liquid Level OUTLET TO PUMP TANK INLET TEE TOTAL TANK 541" 1287 30 J , <br /> STATIC HEAD OF 12 PLUS <10 FEET FOR FRICTION LOSS <br /> FLOAT DRAW DIFFERENTIAL I SYSTEM RESERVE VOLUME CONSISTS OF PUMP TANK ABOVE WORKING VOLUME. w 20 (PIPE RUN AND BEDS) PUMP PROVIDING: <br /> UIII PUMP 1287 GALLON PUMP TANK — 662 GALLONS HIGH LEVEL ACTIVATION — 625 Li 30 GPM AT 22'. <br /> Baffle Wall 4' HIGH GALLONS RESERVE CAPACITY. 10 <br /> Port L f7-, Lt PBLOCK <br /> TIMER ACTIVATION 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 /> A RUN TIME OF 1 MINUTE 15 SECONDS PER PUMP <br /> DESIGN NOTE: CYCLE WILL PROVIDE APPROXIMATELY 37.5 GALLONS PER <br /> NOTE: INSPECT EXISTING SEPTIC TANK FOR SERVICEABILITY, ONLY RESIDENTIAL STRENGTH TYPICAL WASTEWATER SHALL ENTER SEPTIC SYSTEM. PUMP CYCLE (7.5 GALLONS PER POD) AND WILL <br /> SEPTIC TANK IF SERVICEABLE RETROFIT WITH COMPONENTS AS SHOWN . PUMP TANK 4 BEDROOM REQUIRE 16 CYCLES PER 24 HOUR PERIOD. <br /> 600 GPD MAX DESIGN FLOWI CONTROL PANEL SETTINGS: <br /> EXISTING SEPTIC TANK IF NOT—SERVICEABLE CONSULT ENGINEER—OF---RECORD INFILTRATOR IM 1060 APPLICATION RATE 0.4 GPD/SQ FT 2 HOURS OFF (1 : 59 HOURS) AND <br /> SEPTIC TANK NOT TO SCALE APPLICATION AREA 1500 SQ FT 1 MINUTE 15 SECONDS ON. <br /> USE GRAVEL PAD 10' X 150' — FOLLOW CONTOUR VERIFY ACTUAL PUMP FLOWS AND ADJUST PUMP CYCLE <br /> LINEAR LOADING RATE (LLR): 0.4 GPD/SQ FT X 10 SQ FT = 4 GPD/LF TIMES AS NECESSARY TO ACHIEVE DESIGN DAILY FLOW <br /> OF 12 CYCLES PER DAY. <br /> CONTROL PANEL ANUA PURAFLO DESIGN GUIDELINES SPECIFY ONE TREATMENT POD PER BEDROOM OF THE DWELLING. <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 CONDITIOI\JS AND AREA AVAILABLE ON <br /> ° <br /> ANOTHER PORTION OF THIS PARCEL, BUT THIS PLAN DOES NOT ADDRIESS RESERVE AREA FURTHER <br /> 3/4" SCH 80 CONDUIT POWER THAN THIS INFORMATION. <br /> ° <br /> ° <br /> CONDUIT SUPPORT <br /> ° <br /> ° <br /> ° <br /> ° <br /> ° <br /> 0 <br /> 0 <br /> PVC CONDUIT TO PUMP SCH 46 CONDUIT POWER <br /> ° <br /> BURIAL DEPTH ACCORDING TO BUILDING DEPARTMENT <br /> ° <br /> ° <br /> CONTROL PANEL DETAIL <br /> ALDERON SMARTPANEL <br /> NOT TO SCALE <br /> PURAFLO POD <br /> OBSERVATION WELL <br /> FINISHED GRADE 51 <br /> 12" MINIMUM <br /> 40Z FILTER FABRIC <br /> — EXISTING GRADE <br /> VELDEPTH <br /> B' UNDER POD 9' GRA <br /> PROPERLY <br /> NATIVE SOIL BACKFILL B' MINIMUM =WASHED <br /> RIPPED NATIVE SOIL g' MINIMUM <br /> EE <br /> 24" MIN TRACER WIRE #14 THHN <br /> SAMPLING PORT <br /> SOIL COVER SHALL BE NATIVE SOIL OR <br /> 2" SCH 40 PVC PIPE BLUE MODULE GREEN MODULE BLUE MODULE BLUE MODULE ENGINEER—OF—RECORD APPROVED SANDY LOAM <br /> SELECT BACKFILL (<1") " . . " . " 3 Ole <br /> 04 <br /> 3 40Z FILTER FABRIC <br /> 12" MINIMUM 12" MINIMUM <br /> 9' GRAVEL DEPTH <br /> PROPERLY PROPERLY <br /> RIPPED NATIVE SOIL RIPPED NATIVE SOIL <br /> EFFLUENT TRANSPORT PPE DETAIL 8' MINIMUM 150' 8' MINIMUM <br /> NOT TO SCALE <br /> 1-1 f'Hole drilled at <br /> installation 5"from bottom <br /> A rEnd cap after <br /> host connection <br /> �I SAMPLE BASIN <br /> DETAIL onioc with <br /> L I I I I /� orHlce plate <br /> 5-i"Drain holes <br /> drilled at Installation I I CONNECTION DETAIL <br /> 0 0 0 0 0 0 <br /> ELEVATION VIEW END VIEW OWTS PLAN <br /> 14651 E HARNEY LANE <br /> PLAN VIEW LODI CALIFORNIA <br /> ® SEGTION VIEW A <br /> PROPERTY OWNER: APN: <br /> PLAN VIEW06316030 <br /> c NATE MARTINEZ <br /> Sample Pipe Drain Holes PO BOX 1352 SCALE: <br /> GREEN MODULE DETAIL RIVERBANK CA 95367ELEVATION VIEW END VIEW (LLjNoq.. <br /> R�FESSQNgCONTOUR INTERVALTYPICAL TREATMENT AND D SPERSAL SYSTEM BLUE MODULE DETAIL ��� cJayys� `��� A R N NONE <br /> co <br /> CROSS SECTION 661 ,� DATE; <br /> NOT TO SCALE * * NOV. 14, 2019 <br /> ONSITE, i n C:M PROJECT NO. <br /> �qTF f l V A ©�� ACORN ONSITE, INC. 829 <br /> QF CA��F 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 />