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6437 W Banner Street BORING/WELL NO EW-3 <br /> /AAP Project Flag City New West 11003 Location Lodi, CA Project # NWP01 004 <br /> OMPM01 WC <br /> 11244 pyrites Way Date Drilled 10-27-05 Logged By Cheryl Martin Reviewed B <br /> Gold River Co 95670 <br /> Dnllin ('-nrnnnnv Woodward Drilling Co Inc Driller Amodor Method Hollow Stem Auger <br /> e Hole Diameter 1 In Depth Drilled 25 Ft_.. De h To Water initial N/A F Static A F <br /> I2� <br /> in T e PVC Diameter 6 In Schedule 80 Interval 05 Ft To 5 Ft <br /> een T e PVC Diameter, 6 In In Interval 5 Ft To 25 Ft <br /> erPack T e 3 Sand <br /> (oferval. 4 Eta <br /> Seal Tyoe Bentonite Interval 3 Ft Jo. 4 F <br /> Grout Type Ty l—ll Cement Interval 1 Ft To 3 Ft <br /> Well De h (PID) <br /> BlowS <br /> Detail ( amplecount Log Ip 4thologsc <br /> (PPMDescription <br /> � <br /> Asphalt <br /> 2 SC <br /> Clayey Sand Dusky Yellowish Brown Moderately Graded Fine To Medium Sand <br /> Subangular To Subrounded Moderately Dense Dry To Damp No Odor <br /> 4 Sand With Clay Moderate Yellowish Brown/Moderate Olive Brown Moderately Graded <br /> SW Fine To Medium Sand, Subangular To Subrounded, Moderately Dense Dry To Damp <br /> 2 900 No Odor <br /> 4 <br /> Clayey Sand Dark Yellowish Orange Moderately Graded Fine To Medium Sand <br /> 8 12 SC Subangular To Subrounded Moderately Dense Damp No Odor <br /> 8 <br /> 10 3400 12B Sand With Clay Light Brown Moderately Graded Fine To Coarse Sand Subangular To <br /> 16 Subrounded Moderately Dense Damp, No Odor <br /> 24 <br /> 12 SW <br /> 14 <br /> 842 14 e <br /> 16 50 Clayey Sand Moderate Yellowish Brown/Moderate Oliva Brown Dense Dry, No Odor <br /> For Sc <br /> 6 <br /> 18 <br /> 20 20 SP Sand with Clay And Silt Moderate Yellowish Brown Poorly Graded, Fine To Medium <br /> 508 Sand Wet No Odor <br /> For <br /> 22 6 <br /> —24- <br /> 3H <br /> 43H Clayey Sand Moderate Yellowish Brown Moderately Graded Fine To Coarse Sand <br /> 26 4 SW Subangular To Subrounded, Moderately Dense Wet, No Odor <br /> 5 <br /> 28 �� <br /> 30 <br /> 32 LEGEND <br /> 34 Explanation. Contacts_ <br /> ❑ Location Of Recovered ® Grout Solid <br /> Drill Sample Where Certain <br /> 36 . Location Of Sample Sealed ® Bentonite Dotted Where <br /> For Chemical Analysis Approximate <br /> NR No Recovery Sand _____ Dashed Where <br /> 38 Uncertain <br /> ® Screen _ Hachured Where <br /> Gradational <br /> 40 <br />