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PROFESSIONAL ENGINEERING CONSULTANTS, INC. <br />"'1 LITTLE CANADA ROAD SUITE 280 ST. PAUL, MN. 65117 — PHONE:490 -9288 FAX:490 -9285 <br />PROJECT: <br />Proposed Residence <br />Lots 38 -40, B12, North Heights <br />Little Canada MN - PEC #820 <br />LOG OF SOIL BORING #2 <br />Page 57' <br />' SURFACE ELEVATION • 101.6' <br />a <br />o <br />SOIL IDENTIFICATION <br />GEOLOGY <br />CI. <br />a <br />Z <br />< <br />?+ <br />a <br />2 <br />0 <br />>• <br />> <br />0 <br />W cr <br />FIELD NOTES /TESTS <br />1 <br />SANDY LEAD CLAY, black, () <br />nnist Sot <br />TOPSOIL <br />12 <br />16 <br />18 <br />15 <br />20 <br />24 <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />HSA <br />SB <br />SE <br />SE <br />SB <br />SB <br />SE <br />_ <br />— <br />_ <br />— <br />9 <br />SANDY LEAN CLAY, with a <br />little gravel, brown and <br />reddish brown, firm to • <br />hard (CL) <br />TILL - <br />- <br />- <br />- <br />- <br />—, <br />-"' <br />—� <br />16 — <br />CLAYEY SAND, with a <br />little gravel, reddish <br />brown, firm to hard (SC) <br />—' <br />End of Boring <br />WATER LEVEL NEASUR NEWTS <br />START 1 -9 -91 <br />COMPLETE 3 -9 -93 <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE- IN <br />DEPTH <br />BAILED DEPTHS <br />WATER <br />LEVEL <br />None <br />IIETFIOD I W <br />` 2'�� <br />3 3/4 HSA 0 -14 1/2 <br />i -9 -9" <br />7.05, <br />16' <br />14.5' <br />7.15 <br />1� <br />None <br />16' <br />None <br />LiW <br />CHIEF Racm.cco.. <br />Page 57' <br />