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- PROJECT NUMBER BORING NUMBER <br /> - BAE31604.AS.11 SB-6/MW-UIS-10 <br /> ® SHEET- 3' OF 3, i <br /> SOIL BORING LOG <br /> PROJECT Uel Monte Plant 33 LOCATION Slocklon, C:A <br /> ELEVATION 20.30 It. MSL (TOC) DRILLING CONTRACTOR Gregg grilling, Inc. <br /> DRILLING METHOD AND EGUIPMIENT 8" OG Hallow Stem Auclel <br /> WATER LEVELS -46.51 MSL (.i/3/ 15) START tt_1.1, FINISH 2-10-415LOGGER T. Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> PENETRATION <br /> mU a z Cr RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, J DEPTH OF CASING, DRILLING RAIZ <br /> =t a aw MOISTURE CONTENT, RELATIVE DENSITY DRILLING FLUID LOSS <br /> r- w uuca 0 B' -6'-6' OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> w } w_ (N) MINERALOGY }o <br /> SANDY CLAY .(CL). as above <br /> 66.0 <br /> rad 70 <br /> AANCIV to AY (CL.), slmilal Io above.- <br /> `i:;-I i-}. i �I"`1 t1/.f" fl.�r.twNil, locally conlains sand-filled <br /> .r;i 1; h^.Slt.rllwui Ir.jllH r''; ImIJ.I l.r aC.kS} har c.l, <br /> 75A 75 <br /> CLAYEY SANCI (SC),yellowish brown <br /> SS-2 15 10-15-40 (10YR, 5/4), 30% tines, 70% fine sand, <br /> 7G.5 1551 inlerbedded with Clay locally, clay <br /> intert)eds are fractured locally, tiaid, aril <br /> fracture surfaces are wet, matrix porusily <br /> not saturated, dense, wet <br /> BOA <br /> Cio+ing converted to a 2" <br /> diameter monitoring will. See Well <br /> Construction Details for well <br /> design. <br /> 65.0 -------------- <br /> - 1 r�l,3t Cie.f111-1 = 85 feel <br /> t <br /> I <br />