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VIP <br /> PUMP CALCULATIONS: <br /> F� MAIN <br /> STATIC HEAD <br /> RESIDUAL HEAD 4' <br /> MISC. LOSSES = 5' <br /> P1 <br /> 'CT ' <br /> ION LOSS _ Q 3L2 CFFN <br /> USE ORENCO P 30 45 ll PUMP <br /> PRESSURE DISTRIBUTION CALCULATIONS: <br /> ASSUND `. TOTAL LATERAL LENGTH! 3�' 4 BEDROOM HOME = 320 L.F. ❑F PRESSURE-DOSED TRENCH <br /> 2. ORIFICE DI FIIF 1 <br /> 4. RESIDUAL P SS1JRE = 4' <br /> USE 1 EACH, 2000 GALLON SEPTIC TANK WITH 2 EACH <br /> OF ORIFICES = 80' ❑RENC❑ RISERS AND LIDS, EFFLUENT FILTER AND P 30 05 11 <br /> 0 = .39 CPM/ORIFICE PUMP <br /> E TOTAL 0 (GPM) = 31.2 <br /> f <br /> 12' <br /> NON-WOVEN FILTER FABRIC, <br /> 42' GEACHMG PAPER Bit 21 STRAW 010 <br /> 3- SCOUR FROM SIDEVALLS <br /> '"�' PRIOR TO RAGKFII.LM <br /> I V4• DIA PERFORATED PIPE <br /> 17' <br /> - TO 2-1/2' VERT CLEAN <br /> AGGREGATE DRAM ROCK. SUBNtT <br /> SAMPLES PRIM TO PURCHASE <br /> 24• <br /> TYPICAL TRENCH DETAIL <br /> NTS <br /> CLECIRMAL SPLICE BmN <br /> S ITH CORD GRIPS. USE <br /> SLICO*4a.1.EB WINE HUTS <br /> .YP. (1N ALL SPLICES ALL - <br /> S MUST BE WATER- <br /> T TYP 80[)ff1 <br /> j0P RISER,DAWAY <br /> ffi T1lP. <br /> COIZT SEK 09 NOSE AIM VALVE ASSENR_Y <br /> STANDARD 4'Al NN o123 AS <br /> INLET TEE.TYP. ELM F� <br /> PVC <br /> PPVALVE <br /> DWF.LLi PC-- LMW LEVEL <br /> _ OSI NT 1�-RB <br /> I <br /> MLT INET H01 <br /> YAIFR-TIIiif. 4• <br /> Si WCL %4 37 2 5 4-18t9 <br /> - OH kPAn 7 rP <br /> PI <br /> pm 05 <br /> OSI)ABEL P3I!NDS 111 <br /> 2000 GALLON SEPTIC TANK <br /> W/A-1 CONTROL PANEL&CYCLE COUNTER <br /> LOT 14 <br />