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} <br /> U <br /> - i <br /> I <br /> u <br /> a � <br /> Total depth of boring: 50 feet Diameter of iboring: _ inches Date 7128/93— <br /> Casing diameter: . 2 inch Length:—_10 feet _ Slot size: 0.020 inch <br /> Screen diameter: 2 inch Length,;_, 22 feet Materi2l:type: _ Sch 40 PVC <br /> Drilling company: —Soils Engineering, Inc. _ <br /> Method used: Hollow Stem.Auger _ <br /> Signature of.Registered Professional:_. . :D. Crane <br /> l - . — <br /> I Registration No.: 4639_ State: _CA <br /> DEPTH SAMPLE LOWS E:I.D, •S.C.S DESCRIPTION LITHO WELL <br /> CODE TYPE CONST <br /> NO. Surface <br /> a <br /> Asphalt Cover 4" <br /> l -2- < <br /> SM ` 0-9' Silty Sand: dk brown, moist; <br /> loose, v. fine- med., well graded sand <br /> -4- W/30%silt, trace fine gravel, no <br /> petr. odor, no staining. <br /> .6. <br /> -3 0- Z SiltySand: brown, moist, loose, v. <br /> 1 2 0 SM r..,.,.,. <br /> fine-fine;poorly graded sand w/ 20% <br /> 12- 9 silt, no petr. odor, no staining. IX <br /> i -14- .,•ti. ,•. <br /> .3 ti' 11•. <br /> Sand: red brown, moist, med. dense v ;•�ti <br /> 2 5 0 SW fine to med., well graded sand, no-petr. �'• <br /> -1& 7.1 ... Yn,4 t•. <br /> odor; no staining. ;,vti•1• <br /> LL. 9Sandy Silt' olive gray, moist, med. <br /> ZO0 NLdense, non•plastic, wJI30% v:fine, <br /> poorly graded sand, no petr, odor, no <br /> staining.<'r SP SM SC Gravelly Sand <br /> f 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 m <br /> Fax 328-1129 BORING LOG TH-6b )Ilk) '3 <br /> l <br />