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23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 8 percent site slope (0-20% range) 8 (%downslope site slope, if different than upslope) 25) 14 inches, or 1.2 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50% soil credit. Giving a: 20) 22 inch, or 1.8 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 20) 4:1 upslope ratio 12 ft. upslope berm 3o) 3:1 sideslope 14 ft. sideslope berms 3h 4:1 downslope 27 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed 49 ft. wide by 91 ft. long Mound footprint 4" inspection pipe 18" cover on top <Upslope berm 12 Downslope berm 27 12" cover on sides (6"loamy cap&6"topsoil) 1.8 Clean sand lift 1.2 Depth to Limiting Limiting Condition _ Absorption Width 27.o I�Note: For Oto 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 33 Rock Bed: 10.0 ft. by 63.0 ft. by 6 inches under pipe, plus 20% gives 21 yd' or*1.4= 29 ton 34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 37.4 up + 119.3 downslope + 14.7 ends + 52.1 under rock = 268 yd3 or*1.4= 375 ton plus 20% 35) Loamy Cap: 45 ft. by 87 ft. 6"deep, plus 20% gives 87 yd'or*1.4= 122 ton 30) Topsoil: 49 ft. by 91 ft. 6" deep, plus 20% gives 100 yds or*1.4= 140 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson"s Soil Et Perc 810 12/6/2017 signer Signature Company License# Date