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108279 <br /> BEND IN SECTION <br /> 1 • <br /> 12o <br /> P i P 2 <br /> _ 8-2 B- - -3 120 <br /> 6 G <br /> 100 <br /> i � . � — loo <br /> i <br /> so <br /> r <br /> t <br /> " TD 40.5! <br /> 8060 <br /> TO 50.51 .. - • r-r si--'S0� <br /> a ' <br /> (Dry) "z— 7 (Dry/ <br /> J -G/ <br /> E <br /> 40 <br /> Z 40 <br /> 6 <br /> m <br /> W <br /> 20 20 <br /> TO 100 <br /> - (Dry) <br /> o D , <br /> IP <br /> -20 - • -20 <br /> 740 SECTION A® -40 <br /> j <br /> t <br /> -60 <br /> G- I <br /> 120 B-2 .. ' 120 - -80 <br /> Gr'-2 <br /> 9 - - <br /> *, -100 <br /> ._. ..— �Y .�. _ _ _ _ . .. �_-•« .. .. ._ sem. .. ,' z�� , . ::,. a _ .k. ., :. <br /> TO 215' <br /> Ik <br /> s4 ' <br /> 7 <br /> o a- ao <br /> 41 <br /> i`V 731 <br /> 60 <br /> t . <br /> Wr d TD,50.5 <br /> EXPLANATION <br /> 0 X <br /> z ti 'h sy .-;i ;';�.+}"°, E x ,.q2 am .,,.:.ny, •-1' s .. ° -_-' .._..,_. -. . - <br /> •, : � ` ^ ���-----"` � C to 100 ± feet primarily SILTY SAND (SM ) and CLAYEY SANDS <br /> (SC) <br /> (6 100' with occasional SILT (ML} and CLAY (CL) interbeds, <br /> 40 below IOOt feet: primarily SAND (SP) and GRAVELLY SAND (SP-GP) <br /> 9 <br /> SILT, CLAYEY SILT, and SANDY SILT (ML) <br /> w 20 <br /> �? CLAY, SANDY CLAY, and SILTY CLAY (CL) <br /> l <br /> Geologic contactIc • <br /> • , dashed where approximate, queried where uncertain <br /> 00 <br /> �- s�- _ <br /> G. Ir n • <br /> G ou d water monitoring well <br /> P-2 Permeameter <br /> 20 I -20 B-6 Soil boring (Drilled by J.N. Kleinfeider and Associates ) <br /> T� <br /> �- <br /> - p _ 1 <br /> Borehole — <br /> —Pi nn tri <br /> — <br /> ezo a c water Level <br /> Wei screen — <br /> , Gravel pack <br /> Ground Water monitoring well construction <br /> -40 <br /> P <br /> _ Total depth—kTD 1 5 <br /> TO 165 Scole 0 200 400 600 800 Feet <br /> TO 156.5SECTIO' _ Li 1 I I I <br /> (Horizontal) <br /> -60 <br /> COUNTY OF SAN JOAQUIN DRAWING No. <br /> LANDFILL DEVELOPMENT SITE <br /> SSOCiatBS SAN JOAQU I N COUNTY, CALIFORNIA <br /> REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PROJECT N0, <br /> DATE OF ISSUE DWN BY CHK BY B.A.B. <br /> GEOLOGIC CROSS SECTIONS. A--A AND 8-8 93.9-02.06 <br /> . s DES BY B.A.B. APP BY <br /> i <br />