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2011 purple code Mound Design <br />Property Owner: Swanson Homes <br />Site Address: 4665 St. Andrews Street <br />,-..... •v.rv.,�v�..�Y�il AYGIJ IJ.Lf <br />Date: 10/30/2018 <br />PID: 0611723310012 <br />Comments: Design for pump and lift station <br />instructions: = = enter data = adjust if desired = computer calculated - DO NOT CHANGE! <br />1) 5 bedroom Type �I Residential System <br />2) 750 GPD design flow <br />3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks <br />4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) <br />Tank options: none <br />s) 1.2 GPD/ftz mound sand Loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed <br />6) 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 />a) laterals 61.0 feet tong 21,0 perfs / lateral 63 perfs total <br />(1 /2 a perf means the first perf starts at the middle feed manifold) <br />inch perfs atfeet residual head gives 0.56 gpm flow rate per perforation <br />for this perf size Ft spacing, Ft pipe size on line 12, max perfs/lateral = F30-1, line #8 must be less > OK <br />10) 4.0 doses per day (4 minimum) <br />11) 188 gallons per dose (treatment volume) <br />2.00 5x <br />12) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement <br />2.00 3x <br />13) 933 feet of 2.0 inch supply line leads to =gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 211 gallons TOTAL pump out volume (treatment + drainback) <br />ls) 16 feet vertical lift from pump to mound laterals, leads to a: <br />16) 36 GPM @ 27 feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) <br />17) 750 gal Dose tank (code minimum) 1250 gat Dose tank (design size / LUG req'd) at 25.49 gpi <br />leads to a <br />is) 8.3 inch swing on Demand float, or timed dosing of5.9 min ON (confirm pump rate with drawdown <br />{this delivers Average flow, =70% of Peak design flow)hrs OFF test and adjust as necessary) <br />19)IE <br />inches from bottom of tank to "Pump OFF" float <br />2©) inches from bottom of tank to "Pump ON" float, orP3q3 <br />inches to "Timer ON" float if time dosed <br />21) inches from bottom of tank to "Hi Level" float, or inches to "Hi Level" float if time dosed <br />22) 664 gallons reserve capacity (after High Level Alarm is activated) <br />