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-------------- <br /> Total <br /> - <br /> 8 l <br /> l Total depth of boring: 4S feet Diameter of boring:_ inches Date —29%93_ <br /> 2,04e <br /> et diameter: .. . 2 inch Length: et- :_ Slot size:, 0.020 inch <br /> 2 inch <br /> Screen diameter: . . Length:_ 22 feet Material type: — Sch 40;PVC <br /> Drilling:company: _Soils Engineering, Inc. _ <br /> Method used: Hollow Stem.Auger <br /> Signature of Registered Professional D. Crane <br /> Registration No.: 46,39 State:_CA_ <br /> = I <br /> USCS <br /> WELL <br /> DEPTH SAMPLE LOTS F.I.D. CODE DESCRIPTION LITHO CONST <br /> TYPE <br /> NO. Surface - <br /> f -0- <br /> I Asphalt Cover 4" <br /> SM Silty Sand:'dk brown, moist, loose, v. <br /> fine- fine,poorly graded sand w7 <br /> :4 <br /> 154 silt,trace fine gravel, no'petr. <br /> 3 odor, no staining., <br /> 3 6- <br /> 1 -8- ' <br /> 10 j g 3 SP Sand: It. red brown, moist, med. <br /> 1 1 dense, fine, poorly graded sand; no <br /> -12- pets odor, no staining, u <br /> -14 7 <br /> 2 13ML Sandy Silt:gray; moist, med. dense, <br /> 6 25 Z" non-plastic, W/20%fine, poorly <br /> graded sand, scattered pockets of silty <br /> sand, no pets odor,no staining. <br /> 10 <br /> -2G- 3 22 'SM Silty Sand: red brown, v. moist, dense ; <br /> 40 5 V. fine to fine, poorly graded sand w/ <br /> f -22- 10-15%silt andpockets of fine to-med �,�, , <br /> 1, sand, no petr. odor, no staining: <br /> SW ML CL SP SM SC Gravely <br /> i <br /> Sand <br /> AauaGeosciences, Inc Title Exhibit <br /> 1701 WestwindDrive Suite 1`03 <br /> THIEMANN'S SERVICE <br /> Bakersfield, California- 93301'` 1.06 West Second Street <br /> Telephone: (805) 328-0962 Ripon, California <br /> BORING LOG TH- <br /> Fax 328.1129 <br />