Laserfiche WebLink
A G0 Haugo GeoTechnical Services BORING NUMBER SB -1 <br />VgpTEcHNicAL 2625 Cedar Ave PAGE I OF 1 <br />Minneapolis, MN 554057 <br />Telephone: 612-729-2959 6 7) <br />CLIENT Final Grade PROJECT NAME 2807 Casco Point Road <br />PROJECT NUMBER 16.0978 PROJECT LOCATION Orono, Minnesota <br />DATE STARTED 11/21/16 COMPLETED 11/21/16 GROUND ELEVATION 970 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auaer/Solit Spoon AT TIME OF DRILLING — Not Encountered <br />LOGGED BY MS CHECKED BY JC AT END OF DRILLING — Not Encountered <br />NOTES AFTER DRILLING 34.00 ft / Elev 936.00 It with Cave -In Depth of 35 fe t <br />s p <br />v� <br />p <br />MATERIAL DESCRIPTION <br />Lu <br />o. <br />a j <br />z <br />ye <br />0a <br />W <br />D: <br />m j <br />v z <br />z <br />w <br />Y 4 <br />t <br />5 <br />8 <br />o <br />1 <br />o SPS V6�0 UE 80 <br />PL MC LL <br />80 <br />20 4060 <br />0 FINES CONTENT (%) 0 <br />20 40 60 8 <br />= ^ <br />Sandy Lean Clay, black, moist (Topsod) <br />(CL) Lean Clay, trace Fibers, brown, moist, medium. (Alluvium) <br />- • <br />SS <br />244 <br />2 <br />6 <br />5 <br />• <br />(CL) Sandy Lean Gay, rust staining, brown, moist, stiff. <br />(Glacial T111) <br />SS <br />6-7-8 <br />i <br />`......... . <br />(CL) lean Clay, trace Gravel, brown and tight brawn, moist, stiff. <br />(Glacial Till); <br />M SS <br />;54 <br />10 <br />S <br />_:.. <br />SS <br />5 <br />4-7-6 <br />(15)_......_.:.. <br />(SC) Clayey Sand, fine to medium grained, trace Gravel, brown to <br />dark brown at 39 feet, moist, medium dense. (Glacial Till) <br />7SS <br />6 <br />68-7 <br />13 <br />15 <br />�; ... _ . -... _ .... <br />SS <br />7 <br />3-&7 <br />12 <br />s <br />20 <br />SS <br />4.6.8 <br />8 <br />14 <br />0 <br />25 <br />7-10-14 <br />24 <br />_ ... •:...... c ...... . <br />' ......:.......i.......:.... <br />SS <br />9 <br />j <br />3 30 <br />•.:.. ....... ... _ .: .. . <br />SS <br />10 <br />5-9-13 <br />22 <br />.. .. <br />35 <br />i <br />....... c ......i....... c ..... . <br />SS <br />11 <br />6.8-8 <br />14 <br />R <br />m 40 <br />SS <br />3-8-10 <br />12 <br />18 <br />Bottom of borehole at 41.0 feet <br />