Laserfiche WebLink
o 50 <br />for <br />411 <br />(SM) SILTY SAND - Brown -Grey, Slighti <br />Cemented, Fine Grained, Very Dense, Slightly <br />Moist <br />i <br />1 i <br />10 50 (SP) CLEAN SAND - Grey, Fine Grained. <br />for Very Dense, Slightly Moist <br />15 <br />40 (CL) SILTY SANDY CLAY - Brown, <br />for Cemented, Fine Grained, Very Hard <br />lit <br />40 Permeability(CL) SILTY CLAY - Dark Brown, <br />for / Cemented, Fine Grained, Hard, Slightly Moist <br />3" <br />25 50 <br />for (SM/SP) SILTY SAND/CLEAN SAND - <br />6" Brown, Cemented, Fine Grained, Dense, <br />Slightly Moist <br />30 (ML) SANDY SILT - Brown, Cemented, <br />40 Permeability Fine Grained, Hard, Slightly Moist <br />for <br />5" END OF BORING <br />35 <br />K L E I N F E L D E R <br />PROJECT NO. 24-2201-06 <br />FOOTHILL LANDFILL <br />San Joaquin County, California <br />LOG OF BORING B-1 <br />PLATE <br />1of1 <br />A-3 <br />Surface Conditions: Relativelv uneven open field. <br />Date Completed: <br />10/23/90 <br />_ <br />Logged By: <br />AEM <br />Groundwater. Not encountered. <br />Total Depth: <br />31 feet <br />FIELD <br />LABORATORY <br />4-1 <br />41 <br />m <br />�r <br />DESCRIPTION <br />y <br />4j <br />� c <br />M to 0 <br />aJ <br />3 <br />UI <br />.0 m <br />A i� <br />L C <br />b 0! <br />i 0 <br />01 +j <br />^ <br />USCS Soil Classification <br />IL <br />E <br />M <br />a <br />m <br />a C 4- <br />a o I <br />•_4 C <br />° <br />E L 4• <br />t N <br />o <br />L <br />UX <br />0 M_ <br />o 50 <br />for <br />411 <br />(SM) SILTY SAND - Brown -Grey, Slighti <br />Cemented, Fine Grained, Very Dense, Slightly <br />Moist <br />i <br />1 i <br />10 50 (SP) CLEAN SAND - Grey, Fine Grained. <br />for Very Dense, Slightly Moist <br />15 <br />40 (CL) SILTY SANDY CLAY - Brown, <br />for Cemented, Fine Grained, Very Hard <br />lit <br />40 Permeability(CL) SILTY CLAY - Dark Brown, <br />for / Cemented, Fine Grained, Hard, Slightly Moist <br />3" <br />25 50 <br />for (SM/SP) SILTY SAND/CLEAN SAND - <br />6" Brown, Cemented, Fine Grained, Dense, <br />Slightly Moist <br />30 (ML) SANDY SILT - Brown, Cemented, <br />40 Permeability Fine Grained, Hard, Slightly Moist <br />for <br />5" END OF BORING <br />35 <br />K L E I N F E L D E R <br />PROJECT NO. 24-2201-06 <br />FOOTHILL LANDFILL <br />San Joaquin County, California <br />LOG OF BORING B-1 <br />PLATE <br />1of1 <br />A-3 <br />