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02-10-2022 Compliance Inspection Report
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140 Kintyre Lane - 32-118-23-43-0019
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02-10-2022 Compliance Inspection Report
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Last modified
8/22/2023 4:41:59 PM
Creation date
2/11/2022 1:18:46 PM
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x Address Old
House Number
140
Street Name
Kintyre
Street Type
Lane
Address
140 Kintyre Lane
Document Type
Septic
PIN
3211823430019
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140 Kintyre Lane Soil Lag 42 <br />2 Boring ❑ pit Elevation 96.0 Depth to SHWT 20 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-20 <br />Loam <br /><35 <br />10yr2/1 <br />Friable <br />Weak <br />Blocky <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br />140 Kintyre Lane Soil Log #3 <br />❑ Boring ❑ Pit Elevation Depth to SHWT <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />Prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />Prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br />1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />Rusty Olson's Soil & Pere 810 <br />signer Signature Company License # <br />
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