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Ii <br /> GROUND ZERO ANALYSIS <br /> LOG OF WELL MW3 <br /> WAPROJECT LOCATION 2662 NORTH WILSON WAY STOCKTON CA PROJECT NO 327 <br /> TE DRILLED 02/01/01 LOGGED BY SEAN GARVEY REVIEWED BY GREG P- STAHL RG No._ 502_3 <br /> ILLING <br /> COMPANY DRILLER DAVE GONZALES METHOD AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL — 4Z1 T. STATIC _ 46.58 ET <br /> CASING TYPE PVC F480 DIAMETER _ 2 IN SCHEDULE 40 INTERVAL 0 FT TO 35 FT <br /> SCREEN TYPE PVC F480 DIAMETER --!---LN– SLOT SIZEO 020 IN INTERVAL TO so Fr <br /> FILTER PACK TYPE _#3 SAND INTERVAL 33 FT TO 60 FT <br /> SURFACE SEAL TYPE BENTONITE NEAT CEMENT INTERVAL – 0 FT TO _ 33 FT <br /> COMMENTS FLUSH MOUNT WELL BOX <br /> PAGE 1 OF- <br /> -2-WELL DEPTH PID U S C <br /> DETAIL FT PPM BLOWCOUNT LOG DESCRIPTION <br /> 2 <br /> 4 <br /> 6 <br /> 8 <br /> —10- <br /> 12 <br /> NOT LOGGED 0-40' <br /> 14 (SEE BORING S85 LOG FOR SOIL CLASSIFICATION 0-40') <br /> NOT <br /> 16 LOGGED <br /> 18 <br /> 20— <br /> .-22- <br /> -24- <br /> 26 24 <br /> 26 <br /> 28 <br /> 30 <br /> —32- <br /> 34- <br /> -36 <br /> 36 <br /> 38 <br /> 40 g SP <br />