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A AAP 6437 W Banner Street BORING/WELL NO EW—4 Project Flog City New West #1003 Location Lodi, CA Project #OMRCWXK IC NWP01 004 11244 Pyrites way Date Drilled 11-30-05 Logged By Cheryl Martin Reviewed B Geld River Ca 95670 Drilling Company Cascling, Inc Driller Paul S Method Hollow Stem Auger e Hol lame r 1 In Depth DrFlIed 25 F e th To Water Initial N A Ft Static, N/A Ft asin Type PVC Diameter 6 In Schedule 80 Interval 05 Ft To 5 Ft Screen Type PVC Diameter. 6 ln_Slot Size, 0.020 In Interval 5 Ft To 25 Ft Filter Pack Type #3 Sand Interval 4 Et. Seal Type Bentonite Interval, 3 Ft. To 4 F Grout Ty T e l-1I Cement Interval 1 Ft To 3 Ft Well ben h PID Sample ID LUthologic Descn tion Detail ( (PPM) Blowcount Log P Asphalt Sand With Clay Dark Yellowish Brown Poorly Graded Fine Sand Subangular To 2 Subrounded Moderately Dense Damp No Odor SP 4 Moderately Yellowish Brown 0 5 12 Clayey Sand Moderate Yellowish Brown Poorly Graded, Fine Sand Moderately Dense 6 13 Damp No Odor 15 8 SC 10 02 13B Moderate Yellowish Brown/Light Brown 13 16 1z 1a 1 Z Sand With Clay Moderato Yellowish Brown Moderately Graded Fine To Medium Sand 16 12 SW Subangular To Subrounded, Moderately Dense, Wet No Odor 14 119 20 10� Clayey Sand Trace Gravel Moderate Yellowish Brown Moderately Graded Fine To 13 SC Medium Sand Subangular To Subrounded Very Fine To Fine Gravel Subangular To 14 Subrounded, Moderately Dense, Moist Slight Odor 22 24 9 Gravelly Sand Trace Clay Moderate Yellowish Brown Well Graded Very Fine To Very 26 10 SW Coarse Sand, Subangulor To Subrounded Very Fine To Fine Gravel Subangular To 12 Subrounded, Loose, Wet To Saturated Slight Odor 28- 30 32 LEGEND 34 Explanation. Contacts. ❑ Location Of Recovered Grout Solid Drill Sample 3 Where Certain 36 Location Of Sample Sealed For Chemical Analysis ® Bentonite Approx mateed e 38 NR No Recovery Sand _—_— Dashed Where Uncertain eScreen __.__ � Hachured Where Gradational 40