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Installer Summary 2000 gatlon Septic tank �minimum) Tank options: none �u� �arger iann wi�n rnuiupie coniNi�anKs 1000 gallon Dose tank (minimum) at 25.00 gp� 29 GPM C� 17 ft. of head, Pump required � 5.3 inch swing on Demand float which translates to roughly 3.7 inches of ftoat tether length if time dosing is required --> 4.6 minutes ON time 8 �hours OFF time 17 inches from bottom of tank to "pump ON" ftoat, or 12 inches to "timer ON"ftoat 20 inches from bottom of tank to"Hi �evel Atarm" or 30 inches to "Hi tevel atarm" if time dosed 120 ft. of 2.0 inch supply line with end feed manifold connection ITip: "top feed" manifold to control drainback) 16 inch, or 1.3 ft. Sand Lift Mound 10.0 ft. wide by 38.0 ft. long Rock bed 3 taterals 2.00 inch diameter 36.0 ft. tong 3.0 ft. laterat spacing 1/4" inch perfs 3.0 ft. perforation spacing No Effluent filter fx alarm 3 clean out 8 valve box assemblies 20.0 ft.Total sand ABSORPTION width �minimum) 0.0 ft. upslope and sideslope �sand beyond rockbed, minimum) i 10.0 ft. Downslope �sard bevcnd rockbeti. �inim��,r-,,i Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:t upslope ratio 10 ft. upslope berm 3:1 sideslope 12 ft. sideslope berms 3:1 downslope 20 ft. downslope berm 4" inspection pipe 18" cover on top U slo e berrn � �� \ Downslo e berm 2C' ,,. 12" cover on side5 '� ` i.6"loamy cap&6"tops�il) 1.3 Clean sar�d ,:f; ��`� ,..,`�_ i ,, , �,.. 1.7 ;� .� :; ,. - . .� Absor tion Width 20.0 Note: For 0 ta 1� slopes, Abso�ption Width is measured from the Bedequally in both direction5. For slopes 71%, Absarption Width is measured �iownhitl from the upslope edge of the Bed. Rock Bed: 13.0 yd3 or'1.4= 18 ton 6 inches under pipe Mound Sand: 110 ydJ o�"�•4= 155 ton calculation based on 3:1/4:1 stope from top of rockbe� Loamy Cap: 47 yd' or`1.4= 66 ton 6" deep Topsoil: 56 yd3 or"1.4= 7g ton 6"deep