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11� SOIL BEHA OR L SECTION - '1 CPT-1 A• CPT-2 <br /> A Trp Resistancejon/ft^2) 10 Tip Resistance(Ton/ft^2) <br /> silty sand <br /> 1 I 1 I I S S I <br /> 10 <br /> 4- 4 - T _- <br /> 1 1 I I I I t <br /> silty sand& sand <br /> s <br /> , 1 I <br /> CPT-2W . <br /> sand <br /> I I I I I I <br /> 20 <br /> , I I I i � <br /> mnx of silty clay to sandy silty to sand <br /> 3 0 3O - - <br /> , I <br /> ♦Y I I I I 1 I I 1 <br /> gravelly sand -gravelly s d� 4 <br /> 40 ; CPT-1W I � I 40 ; CPT-2WA <br /> _ silty clay to clay <br /> clayey silt to sandy silt <br /> O 50 <br /> � gravelly sand <br /> ' silty sand o sand <br /> , � I <br /> t LEGEND <br /> I 1 <br /> silty clay <br /> 60 <br /> groundwater sample depth <br /> 60 <br /> -- very stiff ine grain <br /> ' ' 1 <br /> SCALE <br /> 70 - - ` 70 horz I"=50' <br /> ° r <br /> S , 1 <br /> gravelly sand vert 1" = 10' <br /> I I I <br /> � I <br /> I I I <br /> REVIEWED BYt <br /> SOIL BEHAVIOR LOG SECTION A-A' Compliance <br /> so &1 (3 <br /> Quik Stop Market No. 121 Closure, Inc. <br /> APPROVED BYr 1196 West Louis AvenueJOB #1 DRAWN BYi <br /> 12118-4 GM <br /> Manteca, California DATE, DRAWING #4 <br /> 7/17/00 FIG 3 <br /> Base VBI In-Situ Testing <br />