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Total depth of boring: 45 feet Diameter of boring: _ 8 inches Date ��� <br /> g <br /> Casing diameter. _ 2 inch Length: 20 feet Slot size. 0 020 inch <br /> Screen diameter: 2 inch Length. 22 feetMaterial type: Sch 40 PVC <br /> Drilling company Sods_Engineering, Inc <br /> Method used: Hollow Stem Auger <br /> Signature of Registered Professional D Crane <br /> Registration No.: 4639 State CA <br /> DEPTH SAMPLE LOWS F.I.D. .S.C.S DESCRIPTION LITHO WELL <br /> CODE TYPE CONST <br /> NO. Surface <br /> -o„ , . , . <br /> Asphalt Cover 4" <br /> -2- SM Silty Sand dk brown, moist, loose, v <br /> fine- fine, poorly graded sand w/ •f'f•r•f <br /> -4- 15% silt, trace fine gravel, no petr ,',',',• <br /> odor, no staining ;•;f;�;• <br /> -6- <br /> -10- 1 g 3 SP <br /> Sand It red brown, moist, med <br /> 1 1 dense, fine, poorly graded sand, no <br /> _12_ petr. odor, no staining <br /> -14- 7 ML Sandy Silt gray, moist, med dense, <br /> 2 13 2 non-plastic, w/ 20% fine, poorly <br /> -16- 25 graded sand, scattered pockets of silty <br /> sand, no petr odor, no staining <br /> 10 Silty Sand red brown, v. moist, dense, <br /> -20- 3 22 5 SM v fine to fine, poorly graded sand w/ ,.,.,.,. <br /> 40 10-15% silt and pockets of fine to reed •f,•,'•' <br /> sand, no petr odor, no staining ,',•,•,' <br /> Key Q ® ® ' • ® ® <br /> SW ML CL SP SM SC Gravelly <br /> Sand <br /> AguaGeosciences. Ing. Title Exhibit <br /> 1701 Westw+nd Drive Suite 103 THIEMANN'S SERVICE <br /> Bakersfield, California 93301 106 West Second Street <br /> Telephone: (805) 328-0962 Ripon, California <br /> Fax 328-1129 BORING LOG TH-5 <br />