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(118.0-120.0') Sandy SILT (ML), low plasticity, slow dilatancy; <br />fine grained sand, subangular; wet; medium stiff; dark grayish <br />brown (10YR 4/2). <br />(120.0-127.5') Sandy SILT (ML), medium plasticity, slow <br />dilatancy; fine grained sand; moist; medium stiff; brown (10YR <br />4/3). <br />Note: Borehole initially drilled and sampled to 127.5 feet bgs with <br />8 inch hollow stem auger. It was then reamed to 120.0 feet bgs <br />with 12 inch diameter augers. <br />End of boring at 127.5 ft bgs. <br />30 <br />30 <br />30 <br />Remarks: <br />07/16/2024 <br />07/26/2024 <br />Diana Fregoso Sanchez <br />Luis Mendoza, Sean Peters <br />NA <br />Republic Forward Landfill <br />30234731 <br />7650 New Castle Rd, Manteca, CA 95212 <br />Date Started: <br />Date Completed: <br />Project Name: <br />Project Number: <br />Project Location: <br />Sheet: 9 of 9Soil Boring Log <br />Boring No.:CDCR-EW-3 <br />DescriptionDepth(feet) <br />120 <br />121 <br />122 <br />123 <br />124 <br />125 <br />126 <br />127 <br />128 <br />129 <br />130 <br />131 <br />132 <br />133 <br />134 <br />SampleInterval Recovery(in.)WellConstructionDetailsPID(ppm)GraphicLog <br />Logger: <br />Helpers: <br />Weather Conditions: <br />6 inch Stainless <br />Steel Sump <br />(115-120 ft) <br />Sample ID <br />30158194.05 C:\USERS\PKV7631\ONEDRIVE - ARCADIS\DOCUMENTS\GINT\FORWARD LANDFILL BORELOGS - 08.15.24\TEMPLATE\FORWARD LANDFILL PROJECT.GPJ WCCSL.GDT 25/9/24#2/16 Washed <br />Silica Sand Filter <br />Pack (75-120 ft) <br />Drill cuttings <br />from ream <br />(120-127.5 ft) <br />0.3 <br />0.2 <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / <br />available; PVC = Polyvinyl Chloride.