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2011 purple code Mound Design <br /> www.SepticResource.com (vers 15.2) <br /> Property Owner: Gonyea Homes Date: 12/6/2017 <br /> Site Address: 420 Lakeview Parkway PID: 0611723320016 <br /> Comments: Divert runoff coming toward system <br /> instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! <br /> i) 5 bedroom Type I Residential System <br /> 750 GPD design flow <br /> ;) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks <br /> -I) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) <br /> Tank options: none <br /> > 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed <br /> c,. 10.0 ft rockbed width 63.0 ft rockbed length <br /> 7 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br /> end feed manifold connection <br /> s) 3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total <br /> (1/2 a perf means the first perf starts at the middle feed manifold) <br /> 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation <br /> for this perf size & spacing, a pipe size on line 12, max perfs/lateral = 30 , line#8 must be less --> OK <br /> i()) 4.0 doses per day ( 4 minimum) <br /> i I) 188 gallons per dose (treatment volume) _. . <br /> 2.00 5x <br /> I2 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement <br /> 2.00 3x <br /> 125 feet of 2.0 inch supply line leads to 4 gallons of drainback volume <br /> (Tip: "top feed"manifold to control the drainback) <br /> 14) 192 gallons TOTAL pump out volume (treatment+ drainback) <br /> I51 9 feet vertical lift from pump to mound laterals, leads to a: <br /> i<,) 36 GPM® 16 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) <br /> 17) 750 gal Dose tank (code minimum) 1300 gal Dose tank (design size / LUG req'd) at 25.49 gpi <br /> leads to a <br /> Is) 7.5 inch swing on Demand float, or timed dosing of 5.3 min ON (confirm pump rate with drawdown <br /> (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) <br /> Io) 12 inches from bottom of tank to"Pump OFF"float <br /> 2) 20 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed <br /> 21) 23 inches from bottom of tank to "Hi Level"float, or 33 inches to"Hi Level"float if time dosed <br /> 22, 714 gallons reserve capacity (after High Level Alarm is activated) <br />