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is) 103 feet of 2.0 inch supply line leads to 18 gallons of drainback volume <br /> (Tip:"top feed manifold to control the drainback) <br /> 16) 168 gallons TOTAL pump out volume(treatment+drainback) <br /> 17) I 10 feet vertical lift from pump to dispersal area, leads to a <br /> 18) 45 GPM 60 ©,feet of head, DISPERSAL Pump requirement <br /> (>50 gpm may req ire additional 3-6'head allowance for discharge assy) <br /> 19) 1500 gal Dose tank(code minimum) 1500 •gal Dose tank (design size/LUG req'd) at 12.00 gpi <br /> 20) 14.0 inch swing on Demand float, or Timed dosing of 3.7 min ON (confirm pump rate with drawdown <br /> (to deliver Avera flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary) <br /> 21) 12 inches of from bo m of tank to"pump OFF"float <br /> 22) 26 inches from bottom of tank to"pump ON"float,or 12 inches to"timer ON"float if time dosed <br /> 23) 29 inches from bottom of tank to"Hi Leve[float,or 39 inches to In Level"float if time dosed <br /> 24) 1152 gallons reserve capacity (after High Level Alarm is activated) <br /> elev.100.3 using boring#3 <br /> 25) 24 inches, or 2.00 ft. to Redox or other limiting condition (This must match the soil boring log) <br /> Treatment zone contains 0 inches 0%soil credit and 0 inches 50%soil credit <br /> r <br /> 26) 1.2"` inches, or ]ft.of vertical separation required <br /> • <br /> leads to bottom of " no more than: elev. 103.3 <br /> 2-0 ( it inches,or a'ft. Below existing grade CRITICAL FOR FUTURE CERTIFICATIONS!!! <br /> 28) 6 inches of rock belo*the pipe <br /> 2 inches of rock to cover the pipe <br /> 29) Overall Dimensions: 22.0 ft.wide by 46.0 ft. long Pressure Bed <br /> 30) Rock Bed materials: <br /> 22 by 46.0 ft. by 8 inches total, plus 20%gives 30 yd3 or`1.4= 42 ton <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. <br /> "<*1Sl4,t,C2 10.1(, 5/2/2013 <br /> Designer Signature Company License# Date <br />