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Ah <br /> I', Iqr <br /> PROJECT: FORMER LYOTH LOADING ON <br /> Tracy,Califomia Log of Well No. MW-7 (cont.) <br /> FSAMPLES I z <br /> I I DESCRIPTION WELL CONSTRUCTION DETAILS <br /> LU <br /> (L -1. 'a W1 NAME IUSCS SYMWY C0101.-01%%bY MUM.,PI&W AND/OR DRILLING REMARKS <br /> O E o zfawmy,souotum.mtren n,mW.WHO.gea Inlet, <br /> LEAN CLAY (CL)(continued) <br /> 16- Color change to brown (1 OYR 4/3), 10%fine <br /> sand <br /> 17- <br /> 8.26-Inch diameter <br /> borehole <br /> SANDY SILT (ML) <br /> 18- L!;n <br /> Brown (1 OYR 4/3),wet, 60%fines, 40%fine sand, <br /> - low plasticity, soft <br /> 19- <br /> Lonestar Laps <br /> Luster#2JI 6 sand <br /> lifter pack <br /> 20 j <br /> 21-- <br /> Nr'� <br /> 22- PVC Sch.40 <br /> 0.0204rkch slot <br /> 23- POORLY-GRADED SAND with SILT(SP-SM) screen <br /> Dark yellowish brown (1 OYR, 4/4), wet,W/o fine <br /> t to medium sand, 10%low plasticity fines <br /> 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> Threaded <br /> 29- PVC end cap <br /> 30- Bottom of boring at 30 feet. <br /> 31- <br /> 32- <br /> I <br /> Projed No. 4002.01 Geomatrix Consultants Figure A-8(cont) <br />