SE22-000025 Design with markups - Laserfiche WebLink

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DocuSign Envelope ID: D8AA32DD-94F0-4A26-ACCF-EFE01 D862864 Installer Summary 2500 gallon Septic tank (minimum) Tank options: none 1250 gallon Dose tank (minimum) at 26.00 gpi 47 GPM @ 17 ft. of head, Pump required 7.9 inch swing on Demand float which translates to roughly 5.0 inches of float tether length if time dosing is required - 4.4 minutes ON time &t hours OFF time 20 inches from bottom of tank to "pump ON" float, or LjUinches to "timer ON" float 23 inches from bottom of tank to "Hi Level Alarm" or 1 33 linches to "Hi level alarm" if time dosed 105 ft. of =inch supply line with end feed manifold connection (Tip: "top feed" manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10.0 ft. wide by 62.5 ft. long Rock bed 3 laterals 2.00 inch diameter 60.5 ft. long =ft. lateral spacing 114" inch perfs 3.0 ft. perforation spacing F—NO-1 Effluent filter Et alarm 3 clean out Et valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio13 ft. upslope berm 4:1 sideslope 18 ft, sideslope berms 4:1 downslope 23 ft. downslope berm 4" inspection pipe 18" cover on top Upslope berm F13 .I 1� i- Downslope berri 23 12" cover on sides (6" loamy cap & 6" topsoil) 2.0 11 Clean sal)d lift Depth Lrj Linr.:i ii n:, ~ Urni1.1P,ii, C.O?ld f1+1i1 - -- -• - -- -- - -- -- Absorption Width 1 27.0- Note: For 0 to 1% stopes, Absorptfbn Width is measured from the Bedequally in both directions. For slopes >1%, Absorptfon Wfdth is measured downhill from the upslope edge of the Bed! Rock Bed: 28.0 yd3 or *1.4= 39 ton Mound Sand: 268 yd3 or"1.4= 375 ton Loamy Gap: 89 yd3 or "1.4= 125 ton Topsoil: 101 yd or "1.4= 141 ton 9 inches under pipe calculation based on 3:114:1 slope from top of rockbei 6" deep 6" deep