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(60.0-66.5') SILT with some clay and some trace sand (ML), low <br />to medium plasticity; fine grained; subangular; dry to moist; soft; <br />brown (10YR 5/3). <br />At 63 ft, becomes yellowish brown (10YR 5/6). <br />(66.5-68.0') No Sample. <br />(68.0-75.0') SILT with some sand (ML), low plasticity; sand, fine <br />grained; medium; non cohesive; yellowish brown (10YR 5/4). <br />(75.0-78.0') SILT with trace fine sand (ML), medium plasticity; <br />sand, very fine grained; moist; medium; cohesive; yellowish <br />brown (10YR 5/6). <br />(78.0-80.0') Gravelly SILT with some sand (MLG), low plasticity; <br />sand coarsed grained; moist to wet; very loose; soft; massive; <br />very dark yellowish brown (10YR 4/6). <br />End of boring at 80.0 ft bgs. <br />#1/20 Silica <br />Sand Filter Pack <br />(54-80 ft) <br />2 inch Sch. 40 <br />PVC 0.010 slot <br />Well Screen <br />(57-77 ft) <br />PVC end cap <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / <br />available; PVC = Polyvinyl Chloride. AMW-60S was not logged, but lithology from adjacent AMW-60M has been included <br />on this log. <br />Remarks: <br />05/10/2024 <br />05/10/2024 <br />Aaron Schmidt <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: 3 of 3Soil Boring Log <br />Boring No.:AMW-60S <br />DescriptionDepth(feet) <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 <br />76 <br />77 <br />78 <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 />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 25/9/248 inch diameter <br />borehole