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MESS EALL <br /> <br /> DAILY FLOW ~ 1~0 GPU X 20 SEATS = 800 GPU <br /> <br /> N~HII4UI~ WOI~K1NG CAPAC1T~ OF TANK = 800 X 1.5 = 1200 GALLONS, <br /> USE A TWO COP~PARTMENT 1500 GALLON TA~. <br /> <br />TOTAL P~OJECT FLOW ; 1800 + 1800 + 900 + 800 = 5300 GPU (USE 5000 GPU AS PER <br />GARY MESSER DUE TO SEASONAL USE OF APRIL THRU NOV.) <br /> <br />LENGBT OF DRAIN FIELD = 5000 GPU X (75 4F / 150 GED) = 2500 LINEAL FEET. <br /> USE FOUR EQUAL FIELDS OF 625 LINEAL FEET EACH. <br /> <br /> USE F1V~ LATERAL RUNS OF 125 FEET (63 FEET EACH SIDE OF CENTER DiSTRIBUTiON <br /> PIPE). <br /> <br />SiZE OF DflSE = LENGTH X WIDTH OF DOSING TAI~ X DRAW DOWN <br /> <br /> 1~2/12 FT X 72/12 FT X 2~/12 FT = 142 CF X 7.48 G/OF = 1062 OALLONS <br /> <br /> NUMBER OF DOSES PER DA) = $000 GPU / 1062 8ALLONS / DOSE ~ ~-~ DOSES / DAY. <br /> <br /> RATE OF SIP~0N DISCHARGE (Q) = 0.45 X AREA X SQ. ROOT (2OB) = MAXIMUM FLOW <br /> GIVER: 7.48 GAL / CF 60 SEC / MIN 12 1N / FT G = 32.2 ET / SEC SQ. <br /> Y~ELDS: Q = 1.1015 X D1ANETER SQ. X SQ. ROOT (6~,4 X E) = GPM <br /> USING ! PiPE DIAMETER = ~ INCHES DRAW DOWN R~AD (R) = 2 ~E~T <br /> YIELDS: Q = 1.1015 X ~ X 4 X SQ, ROOT (64.~ X 2) = 200 GPM. <br /> <br /> TEDS WE W~LL USE TWO ~ INCH DIAMETER DOSIN0 SIPHONS WITH A 2~ 1NC~ DRAW <br /> DOWN. SIPHONS WITH BXGHER DRAW DOWN ARE AVAILABLE, EOWEV~R TtiE ~ IRCE <br /> MO~)EL WILL PlflfSICALL¥ FIT INT0 A 3000 GALLON DOSING TAI~K. (ORENCO ~). <br /> <br />HEAD AVAILABLE AT DRA~N FIELD LATERALS <br /> <br /> POOL ELEVATION AT DOSING TANE = 1645.0 PEET <br /> <br /> HIGHEST DRAiN~IELD LATERAL A1 = 16~7,0 FEET <br /> <br /> AVAILABLE HI'AD = $.0 FEE~ <br /> H~Ni~IUM kEAD ALLOWED = 5.0 FEET <br /> <br /> HEAD AVAILABLE FOR PiP1NG LOSSES = ~,0 FEET <br /> <br /> <br />