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� I <br /> P� I <br /> I � <br /> r <br /> 4 A Af FIGURE 3 <br /> �. . <br /> North South <br /> S623 SB22 MW6/SB2 1 , <br /> ® 0 LEGEND <br /> a ... <br /> UNCONSOUDATED RL[, <br /> 15 • GRAVEL, SILT, SAND <br /> n • <br /> :::::::........ FINE. MEDIUM SAND (SP) <br /> ............... <br /> ' .........:::::: <br /> 30 30 <br /> SILTY SAND (SM) <br /> '00 0001A TOW,, <br /> 00' LAW PLASTCTY CLAY (CL) <br /> 45 00, 45 <br /> _ � /( SILT, CLAYEY SILT (NAL) <br /> L� ... .. <br /> . •• ' .• ' • ' W GROUNDWATER <br /> .IMEW.,....... ...•............... ,.. ...:::::::: -;,. ............ SILTY OR SANDY CLAY (CL) <br /> .:.:. . .............. AS MEASURED ON <br /> ............. <br /> AUGUST B, 1990 <br /> i <br /> li•E • •fl•f• �1 <br /> EJCLAYEY SAND (5C) <br /> :..... .. ..:::.. <br /> 75 5 <br /> I <br /> 0 5 10 15 20 25 30 35 <br /> DISTANCE (FEET) <br /> SCALES 15° NOTE : 102 SOUTH WILSON WAY' STOCK ON <br /> r ,• ,, HORIZONTAL, a I IN m 15 FF STRATIFICATION LINES REPRESENT vUNDERGROUND TANK INVESTIGATION <br /> �,f� VERTICAL o � IN � 5 Ft APPROXIN�iATE BOUNDARIES 9� <br /> ry SOIL TYPES. THE TRANSITION MAY <br /> ( I _ '' CROSS - SECTION A <br /> "p, BE GRADUX. <br /> SEPTEMBER 1990 <br /> ° �� LEEDSHILL — HERKENHOFF, INC. <br />