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(73.5-74.6') Silty SAND (SM), very fine to medium grained, <br />subangular; slow dilatancy; poorly graded; wet; dark yellowish <br />brown (10YR 4/4). <br />(74.6-75.0') Silty SAND (SM), very fine to fine grained, <br />subangular; slow dilatancy; poorly graded; moist; loose; brown <br />(7.5YR 4/4). <br />(75.0-76.5') Silty SAND (SM), very fine to fine grained, <br />subangular; slow dilatancy; poorly graded; wet; loose; brown <br />(7.5YR 4/2). <br />(76.5-77.5') No Recovery. <br />(77.5-79.0') SAND with trace silt (SP), very fine to medium <br />grained, subangular; poorly graded; wet; loose; very dark brown <br />(10YR 3/2). <br />(79.0-80.0') Gravelly SAND with trace silt (SW), fine to very <br />coarse grained, subangular to subrounded; gravel to medium <br />pebbles, subangular to subrounded; well graded; loose; dark <br />brown (10YR 3/3). <br />(80.0-83.0') Gravelly SAND with trace silt (SW), fine to very <br />coarse grained, subangular to subrounded; gravel to small <br />pebbles, subangular; well graded; wet; loose; dark brown (7.5YR <br />4/2). <br />(83.0-84.5') Sandy SILT (MH), high plasticity, slow dilatancy; very <br />fine grained sand, subangular; moist; medium stiff; grayish <br />brown (10YR 5/2). <br />(84.5-85.0') Sandy SILT (ML), medium plasticity, slow dilatancy; <br />very fine grained sand, subangular; dry; medium stiff; grayish <br />brown (10YR 5/2). <br />(85.0-86.5') Silty SAND (SM), very fine grained, subangular; slow <br />dilatancy; poorly graded; wet; soft; dark grayish brown (10YR <br />4/2). <br />(86.5-90.0') Sandy SILT (MH), high plasticity, slow dilatancy; very <br />fine grained sand, subangular; moist; medium stiff; dark grayish <br />brown (10YR 4/2). <br />18 <br />NR <br />30 <br />30 <br />30 <br />30 <br />30 <br />Neat Portland <br />Cement (0-82 ft) <br />Hydrated <br />Bentonite Chips <br />(82-87 ft) <br />#20 Sand <br />(87-115 ft) <br />0.0 <br />0.0 <br />0.0 <br />bgs= below ground surface; ' / ft= feet; HA = Hand Auger; '' / in. = inch; ppm= parts per million; NA= not applicable / <br />available; PVC = Polyvinyl Chloride; NR = no recovery. <br />Remarks: <br />07/17/2024 <br />07/19/2024 <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: 6 of 9Soil Boring Log <br />Boring No.:AMW-61M <br />DescriptionDepth(feet) <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 />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\FORWARD LANDFILL BORELOGS - 08.15.24\TEMPLATE\FORWARD LANDFILL PROJECT.GPJ WCCSL.GDT 25/9/248 inch diamater <br />borehole <br />2 inch diameter <br />Sch 40 PVC <br />Well Casing <br />(0-90 ft)