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60 <br />60 <br />60 <br />55 <br />60 <br />0.0 <br />0.1 <br />0.0 <br />0.0 <br />0.0 <br />SC <br />SM <br />ML <br />SC <br />ML <br />ML <br />SM <br />(18.0-32.0') Clayey SAND, very fine to medium grained, <br />subangular to subrounded; 10-15% clay; 5-10% silt; <br />loose; dry; yellowish brown (10YR 5/4); iron staining at 24 <br />ft. <br />(32.0-35.5') Silty SAND, very fine to fine grained, <br />subangular to subrounded; 5-10% silt; medium dense; <br />dry; dark yellowish brown (10YR 4/6). <br />(35.0-41.0') Sandy SILT, no plasticity, no dilatancy; <br />25-30% sand, very fine to fine grain; dry; stiff; dark gray <br />(10YR 5/1). <br />(41.0-47.0') Clayey SAND, very fine to medium grain, <br />subangular to subrounded; 10-15% clay; medium dense; <br />dry to moist; yellowish brown (10YR 5/4). <br />(47.0-49.0') Clayey SILT, no plasticity, no dilatancy; <br />15-20% clay; 10-15% sand, very fine to fine grained; dry <br />to moist; soft; dark greenish brown (10YR 4/2); iron <br />staining at 49 ft. <br />(49.0-51.0') Sandy SILT, no plasticity, no dilatancy; <br />10-15% sand, very fine to fine grained; dry; medium stiff; <br />gray (10YR 6/1). <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / available. <br />Hand Auger to 5' bgs. <br />Remarks: <br />Boring No.: CDCR­EW-1 <br />Sheet: 2 of 4 <br />Project Name: <br />Project Number: <br />Project Location: <br />Forward Landfill-CDCR <br />30129458 <br />Stockton, CA <br />Date Started: <br />Date Completed: <br />Marshall Brusca <br />J. Cortez, J. Michel <br />NA <br />Construction <br />Details <br />05/05/2022 <br />05/05/2022 <br />Logger: <br />Helpers: <br />Weather Conditions: <br />Boring and Well Construction Log <br />Recovery <br />(in.) <br />PID <br />(ppm)Sample ID USCS <br />Code <br />Geologic <br />Column Description WellDepth <br />(feet) <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />Drive <br />Interval <br />Lab <br />Sample <br />Interval <br />FORWARD LF C:\USERS\RGI00960\ARCADIS\GEC INDIA ENV ANA TEAM - SSV - 1. PROJECT FILES (ALL PORTFOLIOS)\ANA\FORWARD LANDFILL BOREHOLE LOG AND WELL CONSTRUCTION DIAGRAMS\D-PROJECTWORKING_\D02-DRAWINGS\FORWARD LF PROJECT.GPJ FORWARD LF.GDT 26/10/22Portland Grout <br />Neat Cement <br />6" Sch 40 PVC <br />Well Casing