Septic Design 685 Pinehurst Ct - Laserfiche WebLink

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0.45 gpd/fe 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 12 percent site slope (0-20% range) 12 (% downslope site slope, if different than upslope) 18 inches, or 1.5 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) Treatment zone contains=inches of 0% soil credit, and =inches of 50% soil credit. Giving a: 18 inch, or 1.5 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio 9 ft. upslope berm 3:1 IsidesLope 14 ft. sideslope berms 3:1 downslope 21 ft. downslope berm Overall Dimensions: kd ft. wide by 63.0 ft. long Rock bed ft. wide by 1 91 ft. long Mound footprint upslope berm Limiting Iron 4" inspection pipe (-- 18" cover on top 9 1.5 Clean sand lift 1,5 Depth to Limiting n—-------____._.. Absorption Width berm 21 12" cover on sides (6" loamy cap & 6" topsoil) 27.0 ----_---i_---- ----_ Note: For 0 to 1% slopes, Absorption Width is measured from the hedequaily in both directions. For slopes >1%, Absorption y4fidth is measured downhill from the upslope edge of the Bed Rock Bed: 10.0 ft. by 63.0 ft. by ©inches under pipe, plus 20% gives =yd" or x`1.4= 29 ton a Mound Sand: (note: volume is based on 3:114:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 25.9 up + 101.1 downslope + 15.2 ends + 49.0 under rock = 229 yds or *1.4= 321 ton plus 20% Loamy Cap: 36 ft. by 87 ft. 6" deep, plus 20% gives 70 yds or `1.4= 98 ton Topsoil: 40 ft. by 91 ft. 6" deep, plus 20% gives 81 yds or ``1.4= 113 ton I hereby certify that I have completed this work in accordance with all applicable ordinances. rules and la+ Rusty Olson's Soil 8t Perc 810 5/22/2022 r Signature Company License# Date