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i , <br /> Total depth of boring: 30 5 feetDigmeter of boring: _.� 8 inches Date _.7/29/93 <br /> Casing diameter: NA Length: Slot size: <br /> Screen diameter: Length: Material type: <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 LS GSOWS F.I.D. CODE DESCRIPTION LITHO <br /> TYPE <br /> NO. Surface <br /> -o- J „ J <br /> 2" Asphalt Cover •'•'%•' <br /> /fJJJ�Jr <br /> -2- <br /> _4- SM 0-9' Silty Sand dk brown, moist, loose, v fine .JrJ•: <br /> to fine, poorly graded, w/ 15% silt, trace fine JfJ ff;lfl <br /> gravel, no petr. odor, no staining r;r;•;�; <br /> • fJ,r,r,♦ <br /> JJJJ% <br /> 3 <br /> -10- 1 4 0 ML Sandy Silt olive gray, moist, med dense, <br /> 5 non-plastic, w/ 5-10%v fine- fine, poorly <br /> -12- graded sand and mtedayers of fine sand, no pet <br /> odor, no staining <br /> -14- 6 ML Sandy Silt olive gray, moist, med dense, <br /> 2 18 1 non-plastic, w/ 5-10%v fine- fine, poorly <br /> -16- 13 graded sand, and interlayers of v fine sand, no <br /> petr odor, no staining <br /> 8 <br /> -20- 3 i 7 400 SP Sand gray, moist, med dense, fine-med , poorly <br /> 19 graded, interlayered w/ v fine sand, moderate <br /> _22_ petr odor, no staining <br /> Key: : : ® ® 1 0 EZ En <br /> SW ML CL SP SM SC Gravelly <br /> Sand <br /> AguaGeosciences. Inc. Title Exhibit <br /> .1701 Westmnd 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-3 <br />