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' • CLEARWATER GROUP, INC. <br /> FIELD <br /> EXPLORATORY SOIL BORING LOG <br /> Sheet 1 of 4 <br /> FIELD LOCATION OF BORING: CLIENT/LOCATION: BORING NO.: BORING DEPTH: BORING DIAMETER <br /> Olivarez, Stockton MW-2 60 Feet 8 Inches <br /> Ln DRILLING CONTRACTOR WELL NO.: WELL DEPTH: PLANNED USE: <br /> i EXCAVATION Mitchell Drilling MW-2 60 Feet Monitoring <br />' j i MNId DRILL RIG TYPE: WELL MATERIAL• SCREEN SLOT SIZE: FILTER PACK <br /> CME 75 2" SCH 40 PVC 0.020° #3 sand <br /> q DRILL RIG OPERATOR WELL SEAL: <br /> Rab Slagel Neat cement over hydrated bentonite pellets <br /> Z SAMPLING ESTIMATED SAMPLING METHOD: Split spoon sampler <br /> Cy PERCENT <br /> 0 4 MONITORING INSTRUMENT: Sensldyne FID <br />' a do a u FIRST ENCOUNTERED WATER DEPTH: 50 Feet <br /> a 5 4 <br /> r <br /> °o s 3 L, � p- UEE � STATIC WATER DEPTH-DATE: 47.14,5/l/95 <br /> p ,\„\•\\ <br /> 3 <br /> 10 CLAY and SILT (CL-ML);chocolate brown,very <br /> �w:�:::ti <br /> 11 5 100 stiff, micaceous; trace fine sand damp. <br /> tv <br /> 12 SILT(ML);medium brown,no plasticity, very stiff, <br /> \t1\1\\4 <br /> \\ \\\ <br /> 15 210 100 ”\\""♦` crumbly;trace fine sand;dry to damp. <br />' W <br /> 1912 <br /> ♦,\„�,♦ <br /> 13 ,\„\\,♦ <br /> 14 ♦,\\,\,\ <br /> is "•\,\`• SILT(ML) <br /> .\,...,\ <br /> ,medium brown,mottled white, <br /> \4\\,\,\ <br /> 10 100 \,,,,►„ predominantly coarse, very low plasticity, Very <br /> stiff; little clay; trace coarse sand; trace organic <br /> material; damp. <br /> 17 <br /> m18 \\\\\♦\♦ <br /> 19 <br /> 20 <br />