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•>. : <br />BOREHOLE LOG <br />BORING 2 <br />PROJECT: Singl* F»mily Duelling <br />LOCATION: 1635 Concordia Str**t <br />CITY: Oronof Minnesota <br />Approx- depth to groundwater: 4.5' <br />LOGGED by: DB/'MM TEST HOLE: 2 <br />JOB NO.: X-88169 <br />ELEVATION: 932.2 <br />DATE: August 17$ 1988 <br />CLCV <br />M»TN <br />sou SVT1KX.S <br />SVt»»X.S <br />FICLS TKST MT* <br />♦SO- <br />1-4 <br />1^4 <br />3^4 <br />3 •4 <br />4.-4 <br />3'4 <br />3^4 <br />I". <br />1^4 <br />1^4 <br />I-'4 <br />I-'4 <br />3'4 <br />3'4 <br />I3SCS DescrIption S^T Tt*T H«t.r.l a-,Un;on4ln.4 <br />•low.. M N.C. X <»cf> <br />SM Black Silty Sand Topsoil. <br />Organic -fines. Moist to <br />a <br />wet. Very loose. <br />3 <br />SP Brown -fine to medium Sand <br />Wet. Loose. <br />SH Black -fine to medium <br />Silty Sand. Organic -fines <br />3 <br />Saturated. Very loose. <br />• <br />SP Grey -fine to medium Sand <br />Saturated. Loose. <br />9 <br />OH Dark grey Organic Clay. <br />A -few pieces o-f wood. <br />1 <br />Highly plastic. So-f t. <br />PT Dark brown Peat. Spongy, <br />so-ft. Saturated. <br />II S3 <br />CL Grey-olive green Silty <br />-ML Clay. Varved. Low plast. <br />Tough. <br />7*13 <br />CL Grey Sandy Clay With A <br />Little Gravel. Medium <br />plasticity. Tough. <br />SUBTERRANEAN ENGINEERING CORP.