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/,Aj16 <br />� •t0 w a�r�t! wCtt <br /> PID /sem Mo vacs OR3CRIPTSON coHST <br /> 32- <br /> 00 2 �] <br /> � e <br /> 34- <br /> U1 4 ac <br /> o � N <br /> 7 $ <br /> 12 ca <br /> 36 24 16927 ML SILT: gray brown & white, moist, <br /> non plastic, more than 352 white <br /> precipitate, white precipitate, - a <br /> 38 moderately cemented, very stiff. <br /> 0 <br /> 0 <br /> 40 <br /> it ML SILT: blue *ray to gra blue, wet, O' '• <br /> 22 16928 low plasticity, some clay, very staff. ?Z � <br /> 42- <br /> 44- <br /> 4 <br /> 2 44 <br /> 7 <br /> 46 7 16929 <br /> LU LU 6 SM SILTY SAND: blue gray to gray blue, <br /> 10 wet fine sand. PoorlY graded, <br /> 4$ 10 medium <br /> dense. <br /> CL <br /> 50- 13 - <br /> 19 - <br /> 24 SP SAAR: blue gray to gray blue, wet, <br /> predominantly fine sand, some medium _ <br /> 52 sand, trace coarse sand, little silt/ <br /> clays, poorly graded, dense. <br /> 54- <br /> 23 -_ <br /> 42 - <br /> 58 42 16931 SP SAND: gray green to green gray, salt 5 = <br /> pepper, wet, predominantly fine sand, _ <br /> little to some medium sand, trace to _ <br /> little silts/clays, poorly sorted, - <br /> 58 very dense <br /> 60 <br /> Total depth of boring 60.0 feet . <br /> Logged by J.S. Raugust on 8/3/88 . <br /> 62 monitoring well MW-10 constructed in <br /> this soil boring . <br /> 64 <br /> PLATE <br /> i <br /> k" KLEINFELDER LOG OF BORING NONW-10 COVE CONTRACTOR 1 <br /> PROJECT ago. 24-2029-7 <br /> STOCKTON, CALIFORNIA •14 <br />