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f LUMP CALCULATIONS: - - <br /> f FDRCE MAI = 80't <br /> STATIC READ = <br /> RN�DLk1L HEAD P: 4' <br /> MISC. LOSSES 5' <br /> FRICTION LOSS - 2' <br /> rCFI = tL' IR 'IL2 2H <br /> USE ORENCO P 30 05 11 PUMP <br /> PRESSURE DISTRIBUTION CALCULATIONS: <br /> aSSIINu <br /> 1p'�R3raL ATERAL LENGTH = 3E0 <br /> DIAMETER L/8' 4 BEDROOM HOME = 320 L.F. OF PRESSURE—DOSED TRENCH <br /> LR <br /> 4. RESIDUAL P 4' <br /> RESSURE <br /> USE 1 EACH, 2000 GALLON SEPTIC TANK WITH 2 EACH <br /> AL NUM OF ORIFICES = 80• ❑RENC❑ RISERS AND LIDS, EFFLUENT FILTER AND P 30 05 11 <br /> 0 = .39 /ORIFICE PUMP <br /> TOTAL G (GPM) = 3I2 <br /> S sem_ <br /> IP' <br /> NOM-VOVEN FILTER FABRIC, <br /> CJ AEHIMG PAPER 13R 2' STRAW 30 <br /> SCOtAR FROM SIDE:VALLS <br /> PRIOR TO BACWILLJNG <br /> L/4• DIA. PERFORATED POPE <br /> 19' <br /> " TO 2-1/2' VERY CLEAN <br /> AGCAlEG11TE DRAIN ROCK. SUBMIT <br /> SAMPLES PRIOR TO PURCHASE <br /> 24' <br /> TYPICAL TRENCH DETAIL <br /> NTS <br /> EIFLMMOL SPLICE BOX <br /> ITPGRIP WIRE USE <br /> ON ALL MIDST V TER- <br /> T� P �.AWAY <br /> FROM R <br /> DIRT ' IM HOSE AND VALVE ASSEMBLY <br /> STANDARD 4'AB MEL Hv 125 AS <br /> INLET TEE. TYR �E hrm - <br /> PVC VALVE <br /> Lmo <br /> L�,AB <br /> y� AULT INLET HMM <br /> ETE <br /> 'ER-TIOff. 4• y��r <br /> r 457254-1819 <br /> #FAB EFFLUENT PIlp <br /> 021 NaDEL m 05 11 <br /> 2000 GALLON SEPTIC TANK <br /> WIA•1 CONTROL PANEL&CYCLE COUNTER <br /> LOT 12 <br />