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w <br />rA <br />Gettler-Ryan, Inc. <br />Log of Boring MW -4 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />W <br />C3 <br />x <br />* <br />o <br />u, <br />a <br />M <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />x <br />a W <br />J <br />a <br />u1 <br />C] <br />J <br />a <br />x <br />a <br />v <br />J <br />Ld <br />C3 <br />N <br />m <br />N <br />0 <br />co <br />SM <br />SILTY SAND (SM) - yellowish brown (IOYR 5/8), <br />11 <br />damp, very dense, 70% fine to coarse sand 25% silt, <br />6% clay <br />Color changes to dark yellowish brown (IOYR 4/4), <br />becomes most, coarser fraction increases at 25 <br />feet bgs <br />267 <br />MW4-26 <br />0 <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity, hard; 70% silt, 30% fine sand <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) - light brownish <br />gray (2 5Y 0/2), damp, low plasticity, hard: 45% silt, <br />40% clay, 15% fine sand <br />qt <br />m <br />31 <br />MW4'31 <br />>100 <br />0 <br />� <br />ro <br />a <br />c <br />cs o <br />av <br />c� <br />rob <br />V <br />hti <br />36 <br />Mw4-38 <br />>100 <br />0 <br />Is <br />SM <br />SILTY SAND (SM) - tight yellowish brown (10YR <br />Ns <br />e/4), damp, very dense, 80% fine sand, 36% silt, 5% <br />clay <br />ML <br />SILT WITH SAND (ML) - light brownish gray (2 5Y <br />()/2), damp, low plasticity, hard. 70% silt, 20% fine <br />sand, 10% clay <br />MW4-40 5 <br />>100 <br />0 <br />41 <br />SM <br />SILTY SAND (SM) - brown (lOYR 5/3), damp, very <br />= ^! <br />dense, 00% fine to medium sand, 35% silt, 5% clay <br />= o <br />- <br />= <br />- c <br />- m <br />_ ° <br />SP -SM <br />SAND WITH SILT (SP -SM) - very pale brown (10YR <br />- <br />- <br />7/3), damp, dense. 90X fine to medium sand, 10% silt. <br />M <br />K <br />b <br />C <br />ro <br />1 <br />JOB NUMBER. 348408 04 <br />Page 2of3 <br />