Laserfiche WebLink
Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />au70 targer LanK w«n murLipte comer LanKs <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM @ 26 ft. of head, Pump required <br />8.0 inch swing on Demand float which translates to roughly 5.0 inches of float tether length <br />if time dosing is required - >5.7 minutes ON time 8: ®hours OFF time <br />inches from bottom of tank to "pump ON" float, or 12 <br />20 P3 inches from bottom of tank to "Hi Level Alarm" or inches to "timer ON" float <br />2 33 inches to "Hi level alarm" if time dosed <br />100 ft. of 2.0 inch supply linE with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />20 inch, or 1.7 ft. Sand Lift Mound <br />10.0 ft. wide by 63.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br />7132 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 IcLean out Et valve box assemblies <br />27.0 ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />17,0 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 9 ft. upslope berm <br />3:1 sideslope H29 <br />ft. sideslope berms <br />3:1 downslope ft. downslope berm <br />Uuslove herrn <br />1.7 <br />r <br />Limiting Condition <br />4" inspection pipe <br />(-- 18" cover on top <br />DownsloDe bene 29 <br />12" cover on sides <br />(6" loamy cap &. 6" topsoil) <br />Clean sand lift <br />Depth to Limiting—` <br />Absorption Width 1 27.0 — —- <br />-- — -- <br />Dote: <br />For 0 to 1 slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes ?1%, Ahsorptioo Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd or *1.4= 29 ton <br />Mound Sand: 315 yd or *1.4= 442 ton <br />Loamy Cap: 89 yd or *1.4= 125 ton <br />Topsoil: 102 yd3 or *1.4= 143 ton <br />inches under pipe <br />calculation based on 3:1/4:1 slope from top of rockbe <br />6" deep <br />6" deep <br />