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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 1144 - 65th St <br /> Oakland, CA 94608 <br /> Telephone (510) 420-0700 <br /> Fax (510) 420-9170 <br /> (• CLIENT NAME E uilon Enterprises LLC BORING/WELL NAME MW-3 <br /> JOB/SITE NAME Ripon 341 DRILLING STARTED 23 Feb 99 <br /> LOCATION 341 Main Street Ripon,California DRILLING COMPLETED 23 Feb-99 <br /> Continued from Previous Page <br /> I ❑ ~ � <br /> n uj <br /> a O Z n w a U n O LITHOLOGIC DESCRIPTION = WELL DIAGRAM <br /> ❑ 2 m0 X W� o¢CJ p� <br />' a a_ U ¢ W ❑ _ 0 Ud <br /> M c W <br /> MW-3 2"dram , <br /> 3450 0 010"Slotted <br /> Schedule 40 <br /> PVC <br /> 390 <br /> 17 ML Sandy SILT (ML),dark yellow brown (10YR3/4),stiff, <br />' So 40 saturated,70%silt,30%very fine grained sand,slight 40 0 <br /> SM \plajcity,low tQ mo 1Aer to e-stimated-erreat-ilrty— _ --/ 41 0 <br /> 8 It (SM),dense,saturated,35%silt,65%very <br /> 21 fine to medwm grained sand,no plasticity,moderate <br /> 42 SW stimated permeability. <br />' SAND (SW),dark yellow brown(10YR3/4),dense, <br /> saturated,5%silt,93%sand,2%fine grained gravel,high 440 <br /> 19 SM tim t m alit rt 448 <br /> 5016 45 Silty SAND, (SM),35%silt 65%fine to medium grained <br />' ML \san <br /> SILT (ML),dark olive brown (2 5Y813) <br /> 470 <br /> s Claye SILT (MH),olive brown(2 5Y4/3) stiff moist,111 <br /> 26 MH 15%clay, 80%slit,5%very fine grained sand, low to Bentonite Seal <br />�• 50 medium plasticity 490 <br /> 27 511ty SAND,(SM) olive brown(2 5Y4/4),very dense, <br /> 50 SM wet 5%clay,30%silt,65%sand slight plasticity low to 50 5 <br /> t tpermeability, <br /> sols Bottom of <br /> Boring (9 50 5 <br /> ft <br /> 1 <br /> N <br /> H <br /> J <br /> 4 <br /> LL <br />' 4 <br /> Cal <br /> z <br /> O <br /> 1 D <br /> caF- <br /> z <br /> 1 g <br /> 1 CL <br /> 0 <br /> a <br /> C� <br /> 0 <br /> J <br /> Cu PAGE 2 OF—2 <br />