Laserfiche WebLink
SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS TBoring BH-C <br /> Project Name Frank's One Stop Project Location 2072 West Yosemite Avenue, Manteca, CA Page 1 of 1 <br /> Driller Gregg Drilling Type of Rig Geoprobe Size of Drill 2 0' Diameter <br /> Logged By Ian T Reed Date Drilled January 12, 2001 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 130' Well Screen Type and Diameter NA <br /> Static Depth of Water in Well NA Well Screen Slot Size NA <br /> Total Depth of Boring 16 0' Type and Size of Soil Sampler 2 0" I D Macro Sampler <br /> OIUROCK SAMPLE DATA <br /> DESCRIPTION OF LITHOLOGY <br /> 0 <br /> BORING a m o n (D standard classification, texture, relative moisture, <br /> Cl) DETAIL CO a density, stiffness, odor-staining, USCS designation <br /> d o a <br /> 0 0 Asphalt <br /> .' fsXssfi,01 <br /> ss,�ssr Sandy SILT (ML), dark brown, moist, medium stiff, <br /> gs�ysss 70% silt, 30% fine to coarse sand, non-plastic, low <br /> `f ssfi' t`fi estimated K, no odor <br /> 5 �f sss- sr 5 <br /> ti' o r�`rg'gs <br /> fiys, s, s,�s <br /> s4ss�sds <br /> •' £afiarar.sr <br /> �' m rsr,Yfi.Yr„¢fi <br /> 1 0 E r fi fi�'P <br /> a 10 <br /> Silty SAND (SM), dark brown and speckled gray, moist, <br /> stiff, non-plastic, medium estimated K, no odor <br /> •,' CL <br /> 0 wet at 13' <br /> 4` <br /> I <br /> 1 5 rs sus 1 5 Sandy SILT (ML) gray to light brown, moist, very stiff, <br /> 70% silt, 30% fine sand, non-plastic, very low <br /> estimated K, no odor <br /> End of Boring at 16' <br /> 20 20 <br /> 25 25 <br /> 30 30 <br /> QC41JA SCIENCE ENGONEERS, jHC. <br />