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FLOCATIONMAP SHAW ENVIRONMENTAL&INFRASTRUCTURE BORING NO MW-4R <br /> PAGE 1 OF 1 <br /> PROJECT NO 8800391A CLIENT Don Rodgers <br /> SEE SITE MAP FOR LOGGED BY B Chevlen DATE DRILLED 3124103 <br /> DRILLER Cascade Drilling, Inc LOCATION 515 W Charter Way, Stockton, CA <br /> LOCATION DRILLING METHOD HSA HOLE DIAMETER 10- Inch <br /> SAMPLING METHOD Split Spoon HOLE DEPTH 80-feet <br /> CASING TYPE Schedule 40 PVC WELL DIAMETER 2-inch <br /> SLOT SIZE 0 020-inch WELL DEPTH shallow 50-feet)deep 80-feet <br /> GRAVEL PACK #3 Sand CASING STICKUP Flush Mounted <br />' tu oo <br /> BOREHOLE 2 ' w <br /> BACKFILL LITHOLOGWREMARKS <br /> EN CL <br /> z LLU <br /> i <br />' SOU a [L p � ('3 <br /> 0 o GM Fill material- sand with gravels and fines <br /> 00 <br /> MW4R 5 MOIST 54 12 <br /> W4RAC 63 16 <br /> rwaR-1 70 3o 16 <br /> 65 29 ML CLAYEY SILT,brown , turning grey with depth, moist to wet, <br />' waR 2 44 44 trace gravels and sands present <br /> 490 a4 24 <br /> waR-z 320 40 <br /> 579 s2 <br /> w4R a 524 49 <br /> r " 46 38 549 32 SM SILTY SAND, dark grey, wet, 90% medium to fine sand, 10% <br /> MW4R 3 W$'r 538' fines <br /> afi u yr <br /> 0 381 53 40 SW GRAVELLY SAND,dark grey, wet, 10%gravels, 85% sand, <br /> waR-0 417 56 trace fines <br /> Q v��Av <br /> rn 291 36 <br /> W4R-4 165 38 <br /> 202 36 4$ <br /> Nt <br /> w4R� 230 51 SP SAND, dark grey,wet, trace sub-rounded gravels <br /> � = 147 51 <br />' v w45-5372 38 56 <br /> 190 43 CL SILTY CLAY, dark grey, wet, stiff <br /> wy W4R-8 SAT 922 36 SM SILTY SAND, dark grey, saturated, 80% sand, 20% fines <br /> v, <br /> s <br /> 789 43 64 <br /> Via; r M" MM"t MM" 51 1 44 SILT, olive gray, trace gravels, sand 5- 25%, silt 50-90%, clay <br /> ML <br /> 'f 26 5-25% <br /> w" sMW4R-7c 805 49 <br /> 554 46 72 CL SILTY CLAY, gray, moist, stiff <br /> AMR 7 19 1 38 4,; -', GRAVELLY SAND, gray, saturated, 5-10% gravels, 90-95%n <br /> r4"R SW <br /> 264 42 ,+�+� sand <br /> 401 80 SM SANDY SILT,olive gray, saturated, 5% gravels, 35% sand, <br /> 60% fines <br /> Bottom of Boring 80-feet <br /> r <br /> Sac/NJ(ancfpi/projects/Pro)ects/880/03911 AlMW 4R <br />