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TOTAL DYNAMIC HEAD: VER ICAL LIFT 10' + 3.25(3/16' and 1/4"), 6.5(1/8"), <br /> 4.55(5/32")+FRICTION LOSS 2.5::' = 15.83' TDH (ADD .5 FOR PRESSURE <br /> FILTER) <br /> PUMP CHAMBER CROSS SECTI I N ONE DAY HOLDING CAPACITY "A" IS <br /> NOT RE I UIRED WITH DUPLE PUMPS <br /> PUMP MUST SUPPLY ( 34.32 GP @ 15.83' TDH) <br /> PUMP Goulds EPO411AC OK <br /> SEPTIC TANK SIZE Meade 1286 11K <br /> PUMP CHAMBER SIZE Meade 651 OK <br /> ALL PIPE LABELED OK <br /> LENGTH OF SEWER PIPE(max 101' or a c/o is required) 20' <br /> ANCHORING CALCS NONE <br /> FILTER Gravity Bio Tube OK <br /> SITE PLAN/SET BACKS OK <br /> SEPTIC TANK MANHOLES TO D' VEWAY= max 15' vertical and 150' horizontal <br /> 68 FT. <br /> } <br /> CCe <br /> pR <br /> fl <br /> I ppI <br /> ti <br />