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(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 />At roughly 108 ft, 9" lens of sandy silt, low plasticity; moist; very <br />loose; dark brown (10YR 3/3). <br />(109.0-111.5') SAND with some silt (SP), fine to medium grained <br />sand; poorly graded; moist; very loose; dark yellowish brown <br />(10YR 3/6); slightly micaceous. <br />Note: Just after 110' bgs, four small lense of very soft, (10YR <br />3/6), Sandy SILT, moist, medium plasticity, cohesive, with few <br />uniform fine sand ~4"-5". <br />(111.5-130.0') SILT with trace sand (ML), medium plasticity; <br />sand, fine grained; moist; soft; cohesive; yellowish brown (10YR <br />5/4). <br />End of boring at 130.0 ft bgs. <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 25/9/242 inch Sch. 40 <br />PVC 0.010 slot <br />Well Screen <br />(102-112 ft) <br />8 inch diameter <br />borehole <br />18 <br />18 <br />20 <br />18 <br />18 <br />20 <br />18 <br />18 <br />12 <br />18 <br />18 <br />20 <br />18 <br />18 <br />NA <br />#1/20 Silica <br />Sand Filter Pack <br />(99-112 ft) <br />Backfilled with <br />bentonite pellets <br />(112-130 ft) <br />PVC end cap <br />0.3 <br />2.0 <br />4.3 <br />8.8 <br />7.2 <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / <br />available; PVC = Polyvinyl Chloride. <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: 5 of 5Soil Boring Log <br />Boring No.:AMW-60M <br />DescriptionDepth(feet) <br />106 <br />107 <br />108 <br />109 <br />110 <br />111 <br />112 <br />113 <br />114 <br />115 <br />116 <br />117 <br />118 <br />119 <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 />SampleInterval Recovery(in.)WellConstructionDetailsPID(ppm)GraphicLog <br />Logger: <br />Helpers: <br />Weather Conditions: