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Limiting Condition — — — — — — s _ <br />Absorption Width- <br />27.0 _— -- <br />Note: <br />For 0 to 1% slopes, Absorption Wldth is measured from the Bedequall.y in both directions. <br />For slopes }1`to, Absorptlon Width is measured downhill from the upslope edge of the bkwl.. <br />33) Rock Bed: <br />10.0 ft. by 63.0 ft. by inches under pipe, plus 20% gives =yd' or *1.4= 29 ton <br />34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) <br />40.5 up + 110.6 downslope + 17.8 ends + F58.3 under rock = 273 yd3 or *1.4= 382 ton <br />plus 20% <br />35) Loamy Cap: <br />38 ft. by 89 ft. 6" deep, plus 20% gives76 yd' or *1.4= 106 ton <br />36) Topsoil: <br />42 ft, by 93 ft. 6' deep, plus 20% gives 87 yd' or *1.4=122 ton <br />I herebyc ify that I have completed this work in accordance with alt applicable ordinances, rules and laws. <br />Rusty Olson"s Soil It Perc 810 10/17/2017 <br />esigner Signature Company License# Date <br />Soil Observation Log <br />www.SepticResource.corn vers 12.4 <br />Owner Information <br />Property Owner / project: Mooney Lake Preserve Date 3/11/2015 <br />Property Address / PID: Lot 3, Blk 1 <br />8-14 1 Clay Loam 1 <35 1 10yr5/4 I (Firm IStrong <br />Soil Survey Information <br />❑ refer to attached soil survey <br />Parent matl's: <br />Till ❑ Outwash ❑ Lacustrine ❑ <br />Alluvium ❑ Organic ❑ Bedrock <br />landscape position: <br />❑ Summit <br />❑ Shoulder ❑ Side slope <br />❑ Toe slope <br />soil survey map units: <br />122C2 <br />slope 3-8 <br />% direction- Lineal <br />Soil Log #1 <br />Boring ❑ Pit Elevation 1002 <br />Depth to SHWT 14" <br />Depth (in) Texture <br />fragment % <br />matrix color redox color <br />consistence grade shape <br />0-8 <br />Topsoil <br /><35 <br />10yr4/2 <br />Loose <br />Loose <br />single gain <br />8-14 1 Clay Loam 1 <35 1 10yr5/4 I (Firm IStrong <br />