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A AAP 5491 F Street BORING/WELL NO: MW-13 Project: Moore Petroleum Location: Banta, California Project # ERA02.004 DIVIMM INC. 11244 Pyrites way Date Drilled: 10-31-05 Logged BY: Cheryl Martin Reviewed By: Gold River, Ca 95570 Drilling Company: Woodward Drilling Co. Inc. Driller: Amador Method: Hollow Stem Auger -e Hole Diameter: 6 In. Depth rilled: 20 Ft. Depth To Water: Initial- N/A Ft. otic: N/A Ft. asin Tr e: PVC Diameter: 2 In. Schedule: 40 Interval: 0.5 Ft. To: 5 Ft. Screen T e: PVC i 2 In. Slot Size: 0.020 In. Interval: 5 Ft. To: 20 Ft. Filter Pack Type: #3 Sand Interval: 4 Ft_ Toi 2Q Ft. Sea! Type: Bentonite Interval: 2.5 Ft. 4 Ft. Grout Type. Type 1—II Cement Interval: 1 Ft. To: 2.5 Ft. Well De h PID Sample ID Lithologic Description Detail { (PPM) Blowcount Log SC 2 Clayey Sand, Dark Yellowish Brown, Moderately Graded, Fine To Medium Sand, Dense Silty Clay With Sand, Moderate Yellowish Brown, Slightly Plastic, Moderately Stiff, Dry, 4 No Odor 600 9 B CL 7. s 7 e B 10 43 7 SW Sand, Dark Yellowish Brown, Well Graded, Very Fine To Very Coarse Sand, Angular To 10 Subrounded, Loose, Dry, No Odor 10 12 14 2� 5C Clayey Sand With Slit, Moderate Yellowish Brown, Poorly Graded, Fine To Medium Sand, 16 Subongutor To Subrounded, Moderately Dense To Dense, No Odor 4 SB \,7p 20 500 Spnd With Clay, Dark Yellowish Brown, Poorly Graded, Fine To Medium Sand, For Subangular To Subrounded, Loose, No Odor 6 22- -24- 26- -28— 26 26 LEGEND Explanation: Contacts: 30 ❑ Location Of Recovered Drill Sample Solid Whore Certain Location Of Sample Sealed For Dotted Where 32 Chemical Analysis Approximate NR No Recovery t Dashed Where Uncertain 34 ® Grout _ , _ Hachured Where Gradational ®36 Bentonite Sand 38 B Screen Page 1 Of 1 40