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PROFESSIONAL ENGINEERING CONSULTANTS, INC. <br />13 LITTLE CANADA ROAD SUITE 280 8T. PAUL, MN. 66117 —PHONE, 490-9288 FAX:490 -928' <br />Proposed Residence <br />PROJECT: ttBa Heights <br />LileCanad, MN - P#8203 <br />16 <br />a <br />SOIL IDENTIFICATION <br />SANDY LEAN CLAY, with some <br />pieces of peat, frozen to <br />1', black and dark brown, <br />moist to wet, very soft (CL) <br />(may be fill) <br />GEOLOGY <br />FILL OR <br />TOPSOIL <br />SANDY LEAN CLAY, with <br />gravel, brown to reddish <br />brown, firm to hard (CL) <br />MIXED ALLUVIUM - <br />nR FITS <br />TILL <br />LOG OF SOIL BORING # <br />SURFACE ELEVATION • 300-9 <br />2 <br />_14 <br />-15 <br />_13 <br />End of Boring <br />CLAYEY SAND, grayish <br />brown, wet, very soft <br />(SC) <br />18 <br />0. <br />y <br />Y SB <br />Y SB <br />N SB <br />N SB <br />N SB <br />N SB <br />FIELD NOTES /TESTS <br />Possible perched <br />water condition <br />above 6' based on <br />appearances of <br />samples <br />DATE <br />TIME <br />3-9 -9; 1 :15 <br />3 -9 -9. 1:25 <br />2:20 <br />SAMPLED <br />DEPTH <br />WATER LEVEL MEASUREMENTS <br />CASING CAVE -IN <br />DEPTH DEPTH BAILED DEPTHS <br />16 <br />16 <br />16' <br />14.5' <br />None <br />None <br />5 <br />WATER <br />LEVEL <br />None <br />None <br />None <br />Wage 56 <br />START 1 -9 -93 COMPLETE 3 -9 -93 <br />ME HDD I a 1 :10 <br />3 1/4 HSA 0 -14 1/2' <br />REV CHIEF Raslniis <br />