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DEPTH SAMPLE BLOWS P.I.D. USCS DESCRIPTION LITHO WELL <br /> NO. CODE TYPE CONST. <br /> -24- 13 <br /> 4 19 25 Sp Sand: It. gray, v. moist, med. <br /> dense, med. to crs, poorly graded, <br /> 26- 23 IXXXX. <br /> w/ trace v. crs sand and fine <br /> -28- gravel, v. faint petr. odor, no <br /> staining. <br /> 30- 5 12 40 SP <br /> Sand: It. gray, wet, med. dense, <br /> 20 <br /> med. to crs, poorly graded, w/ <br /> -3Z- <br /> trace v. crs sand and fine gravel, <br /> 34- <br /> v. faint petr. odor, no staining. <br /> W <br /> 36ML 38-43' Clayey Sandy Silt: <br /> - - <br /> brown, wet, med. dense, mod. <br /> 38- <br /> plastic, w/ 30%v. fine, poorly <br /> - <br /> graded sand and 30% clay, no <br /> 40- <br /> petr. odor, no staining. <br /> - <br /> -42- CL 43-45' Clay: blue-gray, wet, <br /> med. dense, mod. plastic, w/ 10% <br /> -44- fine-med., poorly graded sand, no <br /> petr. odor, no staining. <br /> -46- <br /> -48- Terminated Boring at 45 feet <br /> -50- <br /> Free-standing groundwater <br /> -52- encountered at approximately <br /> 29 feet. <br /> -54- <br /> Is -56- <br /> AcivaGeosciences. Inc. Title Exhibit <br /> 1701 Westwind Drive Suite 103 THIEMANN'S SERVICE <br /> Bakersfield, California 93301 106 West Second Street <br /> Telephone: (805) 328-0962 Ripon, California Page 2 <br /> Fax 328-1129 BORING LOG TH-5 2 <br />