Laserfiche WebLink
2011 purplecode Mound Design <br /> www.SepticResource.com (vers 15.2) <br /> Property Owner: Norton Homes Date• 2/1/2018 <br /> Site Address: 650 Pinehurst Court Plp; Q611723340006 <br /> Comments: Future site <br /> instructions: � =enter data � =adjust if desired � = computer calculated - DO NOT CHANGE! <br /> i� �bedroom Type � Residential System <br /> �� 750 GPD design flow <br /> 3� Yes Garbage disposal or pumped to septic 50%targer tank with multiple comp/tanks <br /> -t, 2250 Gal Septic tank (code minimum) 2250 Gat Septic tank (design size / LUG reqd) <br /> Tank options: none <br /> >> �•2 GPD/ftz mound sand loading rate contour toading rate of 12 req's a min 62.5 ft. long rockbed <br /> h; 10.0 ft rockbed width 62.5 ft rockbed length <br /> �, 3A ft laterat spacing 3.0 ft perforation spacing (maximum of 3 for both) <br /> end feed manifold connection <br /> �� �3 laterats 60.5 feet long 21.0 perfs / lateral 63 perfs totat <br /> (1/2 a perf ineans 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 £x spacing, �x pipe size on line 12, max perfs/laterat = 30 , tine#8 must be tess --> OK <br /> i�>> 4.0 doses per day (4 minimum} <br /> �i, 188 gallons per dose (treatment volume) <br /> 2.00 5x <br /> i�� 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement <br /> 2.00 3x <br /> i�� �feet of 2.0 inch supply tine leads to ##### gallons of drainback volume <br /> �Tip: "top feed" manifold to control the drainback) <br /> ia� ###t�## gallons TOTAL pump out volume (treatment+drainback) <br /> i>� feet vertical lift from pump to mound laterals, leads to a: <br /> i��� 36 GPM C� ###tt# feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) <br /> i�� 750 gat Dose tank(code minimum) 750 gat Dose tank {design size / LUG req'd) at �gpi <br /> teads to a <br /> isi ##�##�# inch swing on Demand float, or timed dosing of ##### 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 /> i��, 12 inches from bottom of tank to"Pump OFF"float <br /> ��n ###### inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"ftoat if time dosed <br /> �i� �###### inches from bottom of tank to"Hi Level"float, or ###I#�t inches to"Hi Level"float if time dosed <br /> ��i �#####gallons reserve capacity tafter High levet Alarm is activated) <br />