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(80.0-103.0') SILT with trace sand (ML), medium plasticity; sand, <br />fine grained; dry to moist; medium; massive; cohesive; very dark <br />yellowish brown (10YR 4/6). <br />Note: Slightly micaceous throughout. <br />(103.0-109.0') Sandy SILT (ML), low plasticity; sand, fine <br />grained; moist; soft; cohesive; dark brown (10YR 3/3); slightly <br />micaceous. <br />(78.0-80.0') Gravelly SILT with some sand (MLG), low plastic <br />ity;sand, coarsed grained; moist to wet; very soft; massive; <br />dark yellowish brown (10YR 4/6). <br />Boring No.:AMW-60M <br />DescriptionDepth(feet) <br />79 <br />80 <br />81 <br />82 <br />83 <br />84 <br />85 <br />86 <br />87 <br />88 <br />89 <br />90 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br />101 <br />102 <br />103 <br />104 <br />105 <br />SampleInterval Recovery(in.)WellConstructionDetailsPID(ppm)GraphicLog <br />Logger: <br />Helpers: <br />Weather Conditions: <br />Sample ID <br />30158194.05 C:\USERS\PKV7631\ONEDRIVE - ARCADIS\DOCUMENTS\GINT\COMPLETED\FORWARD LANDFILL BOREHOLE LOGS - 05.30.24\TEMPLATE\FORWARD LANDFILL PROJECT.GPJ WCCSL.GDT 25/9/2420 <br />18 <br />18 <br />20 <br />18 <br />18 <br />20 <br />18 <br />18 <br />20 <br />13 <br />18 <br />20 <br />18 <br />18 <br />20 <br />Portland Cement <br />with 5% <br />Bentonite (0-96 <br />ft) <br />Bentonite Pellets <br />(96-99 ft) <br />#1/20 Silica <br />Sand Filter Pack <br />(99-112 ft) <br />2 inch Sch. 40 <br />PVC 0.010 slot <br />Well Screen <br />(102-112 ft) <br />0.4 <br />0.0 <br />2 inch Sch 40 <br />PVC Well <br />Casing (0-102 ft) <br />0.4 <br />0.2 <br />0.2 <br />0.5 <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / <br />available; PVC = Polyvinyl Chloride. <br />Remarks: <br />05/08/2024 <br />05/08/2024 <br />Matthew Vanderklugt <br />Luis Mendoza, Jorge Gurcian <br />NA <br />Forward Landfill <br />30225884 <br />7707 S Austin Rd, Stockton, CA <br />Date Started: <br />Date Completed: <br />Project Name: <br />Project Number: <br />Project Location: <br />Sheet: 4 of 5Soil Boring Log <br />8 inch diameter <br />borehole