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17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: �l 4:1 upslope ratio 11 ft. upslope berm ©) 4:1 sidestope 20 ft. sideslope berms s 3:1 downslope 1 23 Ift. downslope berm ap Overall Dimensions: 10.0 ft. wide by F38.6 ft. long Rock bed 44 ft. wide by r 78 1 ft. long Mound footprint 4" inspection pipe 18" cover on top Uostope berm 2 0 Ctean sand lift Depth to Limiting Limiting Conditiair ------ --- -- — Absorption Width 27.0 berm 23 12" cover on sides (6" loamy cap & 6" topsoil) Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes ;,1 %, Absorption Width is measured downhill from the upslope edge of the Bed. Rock Bed: 10.0 ft. by 38.0 ft. by ®inches under pipe, plus 20% gives =yd' or *1.4= 18 ton Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 32.4 up + 100.4 downslope + 24.9 ends + aEunder rock = =yd' or *1.4= F325 ton plus 20% sl Loamy Cap: 40 ft. by =ft, 6" deep, plus 20% gives 6r Topsoil: =ft, by 78 ft. 6" deep, plus 20% gives I hereby cer,.fy that I have completed this work in accordance with all 66 yd' or *1.4= =ton 77 yd' or *1.4 108 ton plicable ordinances, rules and la; r Rusty Olson"s Soil Et Perc 810 Signature Company License# Installer Summary Tnmt7nix 2000 gallon Septic tank (minimum) Tank options: none 1000 gallon Dose tank (minimum) at 25.00 g p i 2GPM C 23 ft. of head, Pump required 2 5.0 linch swing on Demand float which translates to roughly 3.5 inches of float tether length if time dosing is required - ? 5.7 minutes ON time Et hours OFF time 17 inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float 20 1 inches from bottom of tank to "Hi Level Alarm" or 1 30 1 inches to "Hi level alarm' if time dosed 70 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed" manifold to control drainback)