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09-13-2019 Septic Design
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Old Crystal Bay Road South
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0225 Old Crystal Bay Road South - 04-117-23-24-0002
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09-13-2019 Septic Design
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Last modified
8/22/2023 3:11:48 PM
Creation date
10/1/2021 1:17:01 PM
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Address
0225 Old Crystal Bay Rd S
Document Type
Septic
PIN
0411723240002
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225 Old Crystal Bay Road S. <br />Soil Log #2 A <br />2 Boring pit <br />Elevation 990.5 <br />Depth to SHWT 22 <br />inches <br />Depth (in) Texture fragment % <br />matrix color redox color <br />consistence <br />grade <br />shape <br />0-14 Topsoil <35 <br />10yr3/l <br />Friable <br />Moderate <br />l3lockN <br />14-22 Loarn <35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />22-30 Clay Loarn <35 <br />10yr5/4 10y4/8,1-6/10y <br />Friable <br />Strong <br />BlockN <br /><35 <br />loose <br />loose <br />,ingle gain <br />35 -50 <br />friable <br />weak <br />ranular hl ck� <br />>50 <br />finn <br />moderate <br />prismatic: play <br />rigid <br />strong <br />a <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35 - 50 <br />fi-iable <br />weak <br />ormnul- hlork�. <br />>50 <br />firm <br />moderate <br />larisntarie plan <br />rigid <br />strong <br />massive <br />225 Old Crystal Bay Road S. <br />Soil Log #3 <br />Boring ❑ Pit <br />Elevation <br />Depth to SHWT <br />Depth (in) Texture fragment % <br />matrix color redox color <br />consistence <br />grade <br />shape <br /><35 <br />l <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />eranular hlo&% <br />>50 <br />firm <br />moderate <br />prismatic plan <br />rigid <br />strong <br />massiNC <br /><35 <br />loose <br />loose <br />su,alc grain <br />35-50 <br />fi•iable <br />weak <br />cranutar blocky <br />>50 <br />firrn <br />moderate <br />prismatic plaly <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single gain <br />35 - 50 <br />friable <br />weak <br />Granular blocky <br />>50 <br />finn <br />moderate <br />prismatic plat. <br />rigid <br />strong <br />Iuas icc <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />ganukir black% <br />>50 <br />firm <br />moderate <br />prismatic plat% <br />rigid <br />strong <br />massi�r <br /><35 <br />loose <br />loose <br />,in^Ic urnin <br />35-50 <br />friable <br />weak <br />:rzin ;tr hlocke <br />>50 <br />firm <br />moderate <br />prismatic plat\ <br />rigid I <br />strong <br />I massive <br />I hereby certify this work was completed lir accordance <br />with MN 7080 and arry local reqs. <br />Rusty Olson's Soil & Perk <br />810 <br />esigner Signature <br />Company <br />license 4 <br />
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