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C <br /> PUMP CALCULATIONS: <br /> FORCE MAIN --080't <br /> STATIC <br /> ESI�HEAD = 4' <br /> NISC. LOSSES = 5' <br /> �R�IcrION LOSS = 2• <br /> = 11' 318 G P M <br /> USE URENCO P 30 05 11 PUMP <br /> PRESSURE DISTRIBUTION CALCULATIONS: <br /> AMM 1. TOTAL LATERAL LENGTH = 3m; 4 BEDROOM HOME = 320 L.F. OF PRESSURE-DOSED TRENCH <br /> 2. ORIFICE DIAMETER 1 <br /> 3. ORIFICE SPACING 4' <br /> 4. RESIDUAL PRESSURE = 4' <br /> USE 1 EACH, 2000 GALLON SEPTIC TANK WITH 2 EACH <br /> LOTAL NUMBER OFgLFICES = 80' ORENCO RISERS AND LIDS, EFFLUENT FILTER AND P 30 05 11 <br /> = .39 GPM/ORIFCE PUMP <br /> TOTAL Q (GPM) = 312 <br /> s <br /> 12' <br /> ION-WOVEN FILTER FABRIC, <br /> 4s" 1LEACHING PAPER CR E' STRAW DK) <br /> VE SCOUR I" SIDEWALLS <br /> PRIOR TO BACKFILLM <br /> j 1/4' DIA. PERFORATED PIPE <br /> l9' <br /> ' T11 @-1/2' VERY CLEAN <br /> AGGREGATE DRAIN ROCK. SUBMIT <br /> SAMPLES PRIOR TO PURE <br /> 24' <br /> TYPICAL TRENCH DETAIL <br /> NTS <br /> ELECTRICAL SPLICE BOX <br /> �S 1 SBS B OtIP wm MOTS <br /> SPLICES ALL <br /> oggx MUST BE WATER- <br /> BACKFILL T AWAY <br /> RISER, TTP. <br /> CONRU SEAL OSI MOSS AND VALVE AS>O_Y <br /> STAMBARO 4'AB [T DEL MV IPS AS <br /> DLrr TFL.�TVV. <br /> DfiEll i PEIT�C— •' •!r :,:`4T :f v �PLVCC VALVE <br /> LWM LEVEL <br /> OSL bDkl lF�1B <br /> ANS y�7� AILT D4V HOFS <br /> YATERT T'Ai(T 4' yr <br /> r 51254-19L9 <br /> ANI EEM HEAD EPILLENT PWP <br /> OSI MOLL P30 05 it <br /> r <br /> 2000 GALLON SEPTIC TANK <br /> W/A-1 CONTROL PANEL&CYCLE COUNTER <br /> LOT 12 <br />