ARCHIVED REPORTS_XR0007080 - Laserfiche WebLink

Home Browse Search

CLIENT SITE NUMBER LOCATION ' ExxonMobll 7-3942 444 N Pershing Avenu • ETIC Engineering, Inc Stockton, CA ' INCHES LOG OF SOIL BORING z j yW z y � � = EBI a R w -j¢ 7w wm ¢cgw O 0 QY m co O D a cn cc t7 5 M Decrease in sand content 24 24 s SILTY CLAY olive brown(2 5Y 414),soft medium 27 plasticity, rust stains,damp 10 10 1 1 L 15 24 24 10 CLAYEY SILT with SAND dark yellownsh brown Cement grout from 2 (10YR 414)mottled with dark grayish brown(10YR surface to 62 feet ' 15 412) soft to stiff caliche,very fine to fine sand, bgs 15 damp z ML 12 12 10 ' 11 124 Decrease In silt content,rare gravel to 0 5" z 24 24 7 16 16 SILTY SAND very dark grayish brown(2 5Y 312) ' 557 very fine to fine sand soft to stiff, low plastic fines, 19 27 moist to wet 9 SM 24 24 12 ' 28-- '15 20 51 SANDY SILT to SILTY SAND very dark grayish 5 grown(2 5Y 312),stiff low plasticity,very fine to fine . 12 12' i0 sand,moist to wet 11 30— 14 31 —24--18— 14 ' 17 387 3 7 Increase in clay content from 32 to 33 feet bgs 24 24 10 ' 15 MLS 20 34 10 Rust stains,moist to wet ' 12 12 15 613 8 11 24t-1 8 14 ' 17 37- 7 24 24 10 ' 11 597 12 3 SANDY SILT dark olive brown(2 5Y 4/4) stiff,low 7 plasticity,very fine to fine sand,caliche,damp to 12 12 14 moist ' 8 24 24 14 ML Increase in sand content from 40 to 41 feet bgs L) 41moist to wet ' w 19 522 19 4 CIA 18 18 10 15 4 SILTY SAND very dark grayish brown (2 5Y 312), ' m 15 10 525 SM very fine to fine sand stiff fines, moist to wet 44— 0 18 i8 12 CLAYEY SILT with SAND dark alive brown (2 5Y ' o14 ML 4/4) soft to stiff medium plasticity,very fine to fine � 4 I 0 page 2 of 3