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108279 <br /> BEND IN SECTION <br /> Izo P - I B-2 B-6 P-2 G-3 120 . <br /> 4 <br /> ^ <br /> s b.. <br /> 100 — <br /> - 100 <br /> t M 9 T T~T r — <br /> —80 <br /> LL__JJ -- <br /> _,�i <br /> V ' • ' <br /> TD 40.5' <br /> _��sTTT""" (Ory) ? <br /> t, TO 50.5' - _� I p- <br /> gp I T D 50 <br /> (Dry) �— 'Z- 7 Dry) ? - - <br /> f 7-::: ? ' <br /> r I •� <br /> . z40 - 40 <br /> O <br /> W �! <br /> W <br /> J <br /> W <br /> 20 - 20 <br /> - - _ TO 100' <br /> . . (Dry) 0 <br /> –20 . - –20 <br /> -40 SECTION A-A -40 <br /> _ –66 <br /> G- I <br /> 120 G-2 B-2 I 120 -80 <br /> -100 <br /> 100 ? , 4— - - 100 <br /> - - TD 215' <br /> 80 <br /> 80 <br /> - - ? • <br /> 7 <br /> 360 <br /> TD,5015' ? EXPLANATION <br /> ¢ ? 0 to 100 # feet: primarily SILTY SAND (SM ) and CLAYEY SANDS (SC) <br /> rn 100' with occasional SILT (ML) and CLAY (CL) interbeds, <br /> 40 40 below 100± feet: primarily SAND (SP) and GRAVELLY SAND (SP-GP) <br /> v �iii LLLLLL , <br /> SILT, CLAYEY SILT, and SANDY SILT (ML) <br /> a <br /> W 20 20 CLAY, SANDY CLAY, and SILTY CLAY (CL) <br /> J� <br /> g >Ll ''ss��-- P - -`- - Geologic contact; dashed where approximate, queried where uncertain <br /> o �1_L_� 0 G-1 Ground-water monitoring well' <br /> , <br /> P-2 Permeameter <br /> Z -20 B-6 Soil boring (Drilled by J.H. Kleinfelder and Associates ) <br /> Borehole — _ Y <br /> {, - Well screen— t Piezometric water level <br /> Graver Pack Ground-water monitoring well construction <br /> 41 –40. L –40 - Total depth— TO 165' <br /> s•' - - TO 165' Scale: 0 200 400 600 800 Feet. <br /> TD 156.5' SECTION B-B <br /> a - (Horizontal) <br /> -sa DRAWING NO. <br /> .....s•�` � <br /> � � CO f lCOUNTY OF SAN JOAQU I N <br /> LANDFILL DEVELOPMENT SITE <br /> Associates SAN JOAQUIN COUNTY, CALIFORNIA <br /> REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PROJECT N0. <br /> DATEOFISSUE DWNBY CHK BY B.A.B. - GEOLOGIC CROSS SECTIONS A-A AND B-8 939-02.06 <br /> DES BY B.A.B. APP BY. <br />