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2011 purple code Mound Design <br />www.SeplicResource,com (vers 95.2) <br />Property Owner: William & Laurel Maclachlan <br />Site Address: 3565 Sixth Ave. N. <br />Date: 9/1312018 <br />PID: 2911823430003 <br />Comments: <br />instructions: = - enter data ®= adjust if desired - computer calculated - DO NOT CHANGEI <br />bedroom Type <br />750 GPD design flow <br />=Garbage disposal or pumped to septic <br />2250 Gal Septic tank (code minimum) <br />1.2 GPD/ft2 mound sand loading rate <br />Residential System <br />50% larger tank with multiple comp/tanks <br />2250 Gal Septic tank (design size / LUG req'd) <br />Tank options: none <br />contour loading rate of 12 req's a min 62.5 ft. long rockbed <br />9Q.4 ft rockbed width 63.0 ft rockbed length <br />3.0 ft lateral spacing 3.Q ft perforation spacing (maximum of 3 for both) <br />end feed manifold connection <br />laterals 61.0 feet long 21.0 perfs / lateral b3 perfs total <br />(1 /2 a perf means the first perf starts at the middle feed manifold) <br />7/32 inch perfs at =feet residual head gives 0.5b gpm flow rate per perforation <br />for this pert size rt spacing, Et pipe size on line 12, max perfs/lateral 30 , tine #8 must be less — OK <br />la) 4.0 doses per day ( 4 minimum) <br />1 1) 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) 194 feet of 2.0 inch supply line leads to =gatlons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 207 gallons TOTAL pump out volume (treatment + drainback) <br />rs} 1 15. Ifeet. vertical lift from pump to mound laterals, leads to a: <br />16) 1 36 GPM @ =feet of head, Pump requirement (note: >50gpm may require an extra 3-6 of head) <br />17) 750 gat Dose tank (code minimum) 1250 gal Dose tank (design size / LUG req'd) at 25.49 gpi <br />leads to a <br />18) 8.1 inch swing on Demand float, or timed dosing of 5.8 min ON (confirm pump rate with drawdown <br />(this delivers Average flow, -70% of Peak design flow)F--9 hrs OFF test and adjust as necessary) <br />19) 12 I inches from bottom of tank to 'Pump OFF" float <br />20) 20 linches from bottom of tank to 'Pump ON" float, or1inches to -rimer ON" float if time dosed <br />21) 23 inches from bottom of tank to 'Hi Level" float, or F33qinches to 'Hi Level" float if time dosed <br />22) b64 gallons reserve capacity (after High Level Alarm is activated) <br />