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BORING LOG NO. SICS—B1 Continued <br /> Date Drilled: 11/20/96 <br /> Equipment: CME 75" HD <br /> Driller: WEST HAZMAT <br /> Water Level: N56' BGS <br /> Sample Soil <br /> Information Information <br /> Time/ Sample TPH Blow Depth ° Soil <br /> Sample Type Tig,*5 Count in ^Description <br /> p,• No. /ft. Feet <br /> 1 - DE=P110N CONTINUED <br /> Moist• stiff dark -brown (7.5 YR 4/4) clayey SILT to silty CLAY, trace <br /> fine sand tML—CL) <br /> —42 <br /> Run —410 Moist, firm, dark yellowish brown (10 YR 4/4) clayey SILT (ML) <br /> Grob NA 45 <br /> ' - MolsL very dense, dark yellowish brown 10 YR sil <br /> 4 4 ty tine SANG, <br /> scattered fine to coarse grovels.(SM) <br /> 24 'J4 - <br /> 44 <br /> Run- Moist,firm, dark brown 7.5 YRS ILT• some ela�MH) <br /> JS'-3a.5' . <br /> 'Grob <1.0 44 " <br /> Run40 <br /> 40'-41.V <br /> b1.V <br /> 4,'-4, 5 41 — <br /> NA 49 <br /> II �t <br /> Nolst, firm, dark yellowish brown 10 YR 4 3 silty CLAY�L) — —� <br /> Run <br /> Ij Grob s' i <br /> 4s'—,e.5 <1.0 41 . <br /> Run Moitdenee to firm.s , rm, stmn brown SYR 4 6 siltyfine_SAND —� <br /> 51.5 g �j <br /> a:i = crab NA 37 - to fine sandy SILT. trace clay (SM-GIFT) n <br /> 51'-51.5' <br /> Project: Sacramento Insulation Contr. Stockton Figure No.: B"q cont'n ed <br /> Project No: — — Date: 12/-1-179-6 <br /> i•• Eng. / Geo. <br /> eo • Fminhizer Stand Poge 2 of <br /> varve, <br />