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I <br /> v `r <br /> 0 <br /> Total depth of boring: 45 feet Diameter of boring: _---Bj-rLchies Date 7�29/93, <br /> Casing diameter: 2 inch Length: 20 feet _ Slot size: 0.020 inch <br /> Screen diameter: 2 inch Length:_ 22 feet Material type: — Sch 40 PVC <br /> Drilling company: Soils Engineeriilnc, Inc. _ <br /> Method used:. Hollow Stem Auger _ <br /> Signature of Registered Professional:_ D. Crane <br /> Registration No.: 4639,State: CA <br /> DEPTH SAMPLE 3LOWS F.I.D. .S-C-S DESCRIPTION LITHO WELL <br /> CODE TYPE CONST <br /> NO. Surface <br /> -0- <br /> Asphalt Cover 4" <br /> -2- SM 0-9' Silty Sand: brown, moist, loose, <br /> v. fine- fine, poorly graded sand w/ ' <br /> j -4- 20%silt, trace fine gravel, no petr. <br /> odor, no staining. <br /> -6- ;% eX: <br /> %Xc <br /> -8- :%;X: <br /> 2 ;: ;: <br /> 10 1 4 0 SM Silty Sand: brown, moist, loose, v. <br /> 6 <br /> fine- fine, poorly graded sand w/ e� eX• <br /> _12_ 10-15%silt, no petr. odor, no <br /> staining. <br /> -14- 8 <br /> 2 ML Sandy Silt: olive gray, moist, med. <br /> 0 dense, non-plastic, w/ 40%v, fine- <br /> -16- 9 fine, poorly graded sand, no petr, odor, <br /> 18 no staining. <br /> 7 Sand: red brown, moist, med. dense <br /> 20 3 15 0 SP fine- med., poorly graded sand, no petr. <br /> 30 <br /> 22- <br /> odor, no staining. <br /> ; r <br /> Key: ® ® 0 <br /> SW ML CL SP SM SC Gravely <br /> Sand <br /> AquaGeosciences, 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 <br /> Fax 328-1129 BORING LOG TH-4b M W- <br />