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Geological Audit Services, Inc. BORING L OG <br /> EavilomnBnta/Pro%ssiona/s <br /> Yaba Linda-Stocl®on <br /> Field Geologist: Marty Page 1 Of 1 <br /> Nomellini Construction Co. Soils EI�I ploration Services 12-20-94 <br /> Project Name: Drilling Co.: Date: <br /> Project Number: 1037 Auger Type: 8° N' S. Boring I.D.: B-1 <br /> j Well Sample Blow OV, Group <br /> L Depth i Soil Description <br /> Design Identification Counts Reading symbol <br /> Backfill material - pea gravel <br /> NS --- --- SM Light brown silty SAND . <br /> 3 <br /> -- B1-10 - .8.- - 0- - SM-- Light brown slightly damp, silty SAND to sandy SILT; no HC <br /> 11 odor. i <br /> 6 ! i <br /> B1-15 6 0 SM Light brown, slightly damp, silty fine SAND; no HC odor; <br /> 10 some white mottling. <br /> --------- ------------------ -------------------------.----------------------------- j <br /> L i <br /> 3 <br /> -BI-20 - 6- - - 0- -- ...-ML..... Brown, slightlydamp, sandy SILT; no HC odor. <br /> LLJ <br /> 10 <br /> LL <br /> --------- ------------------ <br /> - ------------ ------- --- ---------------------------------------- <br /> cc <br /> N6 <br /> B1-25 12 0 SW Brown to reddish brown, wet,very fine-grained SAND; no HC <br /> 17 odor. <br /> Oii <br /> L ! <br /> 2 Light brown to l,grey, slightly damp, medium-grained SAND; I <br /> r61-30.... .........9. ...............0..........._.SW...- well sorted; n61HC odor. <br /> L <br /> Boring terminated at 30 feet. <br /> i <br /> 40 <br /> j <br /> 'i <br /> fi <br /> • <br /> • <br /> L <br /> • J i <br /> k <br /> l <br /> L <br /> E <br />