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(104.0-116.0') SAND (SP), medium to fine grained; poorly <br />graded; moist; very loose; massive; non cohesive; dark yellowish <br />brown (10YR 4/2). <br />(116.0-125.0') Sandy SILT (ML), low plasticity; sand, fine <br />grained; moist; soft; cohesive; yellowish brown (10YR 5/6). <br />End of boring at 125.0 ft bgs. <br />#2/16 Silica <br />Sand Filter Pack <br />(87.5-125 ft) <br />6 inch 0.020 slot <br />Stainless Steel <br />Well Screen <br />(102.5-117.5 ft) <br />Centralizer at <br />117.5 ft <br />6 inch Stainless <br />Steel Sump <br />(117.5-122.5 ft) <br />0.2 <br />0.0 <br />0.2 <br />0.2 <br />12 inch diameter <br />borehole <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 />05/06/2024 <br />05/07/2024 <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.:CDCR-EW-4 <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: <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 25/9/24