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I <br /> i <br /> 1 SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS I Piezometer P-3 <br /> Project Name Franks One Stop Project Location 2072 W Yosemite Ave, Manteca, CA I Page 1 of 1 <br /> Driller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger Size of Drill 80" Diameter <br /> Logged By Robert E Kitay, R G Date Drilled March 7, 2000 1 Checked By Michael Marello, R G <br /> IWATER AND WELL DATA Total Depth of Well Completed 19 0' <br /> Depth of Water First Encountered 12' Well Screen Type and Diameter 2" Diameter PVC Casing <br /> IStatic Depth of Water in Well 12' Well Screen Slot Size 0 020" <br /> Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 0' 1 D Split-Barrel Sampler <br /> IOIL/ROCK SAMPLE DATA <br /> u w ii DESCRIPTION OF LITHOLOGY <br /> ; @ o a a', Jr- <br /> BORING e standard classification, texture, relative moisture, <br /> DETAILQ 3 S' density, stiffness, odor-staining, al <br /> Cl- <br /> USCS designation <br /> C m 0 C7 0 <br /> 0 Str et 3ox 0 Asphaltic concrete <br /> Lock i,ng Veil ap z iZ SZi <br /> < <„<�V Silty SAND (SM), brown, medium dense, damp, 85% <br /> \ 'A nt yx yZ Y <br /> YZYZYZYY fine sand, 15% silt, non-plastic, medium estimated <br /> I rr 1P{U1P{xi <br /> Yk Y�YZ YZ Y <br /> • r • • • ,� K „ „ K, no odor <br /> \ \ \ \ \ n�n Yx Y�Yx YZY <br /> I..L YZYxKYZ YZY <br /> r r r r r <br /> \ 1 • \ rZ y.LKyZyZy <br /> 5 \.`.` .`r`r C N YZY��Y�R 5 <br /> r r r • • /L/)� E 4 225 ;x i' V VIC <br /> \ \ \ \ \ yr Y�Y�YCYCY <br /> 4 yKrxrxr slight hydrocarbon Odor <br /> \ \ ♦ \ \ <br /> � -0 {x{x{X{X{ <br /> ihi�iz<zi <br /> I m SU 5 92 Y�YZ�Y�Y�y <br /> 0 0 7x xrr <br /> 1 07 EL <br /> Y Y�YZY�Y —10 <br /> `v y 7 13B SAND (SP), grey, medium dense, moist, 95% coarse <br /> I _ y 8 sand, 5% silt, non-plastic, high estimated K, moderate <br /> cNu = hydrocarbon odor <br /> U 7 58 wet at 12' <br /> o s moderate hydrocarbon odor at 12 5' <br /> 15 = a) 15 <br /> CIO c s i 5 moderate hydrocarbon odor at 15' <br /> (n 21 <br /> C C"u 25 <br /> 28 sss,¢r�s Sandy SILT (ML), brown, hard, moist, 80% silt, 15% <br /> 20 <br /> — J ss 2 0 <br /> N fine sand, 5% clay, low plasticity, low estimated K, no <br /> I _ odor <br /> � <br /> N End of Boring at 19' <br /> U 0 <br /> I Z <br /> t1 <br /> a <br /> 25 25 <br /> 0 <br /> 0 <br /> N <br /> a <br /> o <br /> 30 0 30 <br /> N <br />