03-28-2019 Septic Design - Laserfiche WebLink

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0,45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 15 percent site slope (0-201% range) 15 (% downslope site slope, if different than upslope) 14 inches, or 1.2 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) Treatment zone contains07inches of 0% soil credit, and ®inches of 50% soil credit. Giving a: 22 inch, or 1.8 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONSIIi 7) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 3) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: upslope ratio 10 ft. upslope berm D) 3:1 sideslope 16 ft. sideslope berms 1) 3:1 downslope 30 ft, downslope berm Overall Dimensions: 10.0 ft. wide by 1 62.5 ft. long Rock bed 50 ft. wide by 95 ft. long Mound footprint 4" inspection pipe 18°' cover on top /upslope berm = N. Dova'slo e berm 30 12" cover on sides (6" loamy sap & 6" topsoil) 1.8 Clean sand lift 1.2 _ Depth to Limiting _4 ir,g Condition - - - - - Absorotion Width 27.0 Note: For 0 to 1% slopes, Absafption Width is meascIred from the BedegUally in both directions-. For slopes >1%, Absarptioo Wdth is measured downhill from the upslope edge of the Ben! Rock Bed: 1Q.0 ft. by 62.5 ft. by inches under pipe, plus 20% gives =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) 31.9 up + 170.8 downslope + 20.9 ends + 59.8 under rock = F340ydj or *1.4= 476 ton plus 20% Loamy Cap: 4b ft. by 91 ft. 6" deep, plus 20% gives 93 yd' or *1.4= 130 ton Topsoil: 5Q ft. by 95 ft. 6" deep, plus 20% gives 105 yd3 or *1.4= 147 ton hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson"s Soil Ct Perc 810 3/27/2019 esigner Signature Company License# Date