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i <br /> , <br /> B' FIGURE 4 <br /> West B MW6/SB21 MW5 East <br /> ° — ° LEGEND <br /> ................:.:. ....:............. .................. . .....:. ...:.....:......................... .. . :................. a' UNCONSOLIDATED FILL, <br /> 15 —15 GRAVEL. SILT, SAND . <br /> .• 2Z'`' FlNE, MEDIUM SAND (SP) <br /> i SILTY SAND (SM) <br /> —30 <br /> :iIWO LOW PLASfICffY CLAY (Gi) <br /> —45 <br /> 45 <br /> SILT, CLAYEY SILT (ML) <br /> rL <br /> :::::::::•:::,:::•:::: i:•:...................... <br /> iiiiiiii*"*M:i:i :.":•:: :::. <br /> iii SLS <br /> pO • •:..............::•:::�::::::•:::•:::•i:::^'!2,/v7i%l7%%/ll7i% (Ywl%%l7Y%/ll —50 GR01M MTER S0.TY OR SANDY CLAY (CL) <br /> .®............... _ AS MEASURED <br /> ON AUGLW 4 <br /> ., L.I..I:.Cj:l •'.•• � �1•" �°°° <br /> CLAYEY SAND (SC) <br /> 7s <br /> _75 <br /> 0 15 30 +5 so 75 so 105 120 <br /> DISTANCE (FEET) <br /> 102 SOUTH WILSON WAY, STOCKTON <br /> SCALES 15' NorE ' <br /> NORRONTAL ; 1 IN - 15 Fr STPAMrATION LINES REPRESENT UNDERGROUND TANK INVESTIGATION <br /> APPROXIWTE BOLINOWES BETM'EEN <br /> W - 15 SOIL TYPES. 114E IRANSMON WAY <br /> BE GRADUAL CROSS -SECTION 13 - B ' <br /> SEPTEMBER 1990 <br /> a 15' LEEDSHILL — HERKENHOFF, INC. <br />