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(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 />(90.0-93.0') Silty SAND (SM), medium plasticity, slow dilatancy; <br />very fine grained sand, subangular; moist; medium dense; dark <br />grayish brown (10YR 4/2). <br />(93.0-94.0') SAND with trace silt (SW), very fine to very coarse <br />grained, subangular to subrounded; well graded; wet; loose; light <br />yellowish brown (10YR 6/4). <br />(94.0-97.5') SAND with trace silt (SP), fine to coarse grained, <br />subangular to subrounded; poorly graded; wet; loose; light <br />yellowish brown (10YR 6/4); dominantly medium sand. <br />(97.5-98.5') SAND with some gravel and trace silt (SP), very fine <br />grained, subangular to subrounded; gravel, subrounded; poorly <br />graded; wet; loose; light grayish brown (10YR 6/2). <br />(98.5-99.0') SAND with trace silt (SP), medium to very coarse <br />grained, subangular to subrounded; poorly graded; wet; loose; <br />light grayish brown (10YR 6/2). <br />(99.0-100.0') No Recovery. <br />(100.0-101.0') SAND with trace gravel and trace silt (SW), fine to <br />coarse grained, subangular; well graded; wet; loose; yellowish <br />brown (10YR 5/4). <br />(101.0-102.5') No Recovery. <br />(102.5-103.0') SAND with trace silt (SP), very fine to medium <br />grained, subangular; poorly graded; wet; loose; yellowish brown <br />(10YR 5/4). <br />(103.0-105.0') Sandy SILT (ML), non-plastic, slow dilatancy; very <br />fine grained sand, subangular; moist; medium stiff; yellowish <br />brown (10YR 5/4). <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: 7 of 9Soil Boring Log <br />Boring No.:AMW-61M <br />DescriptionDepth(feet) <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 />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 />60 <br />30 <br />18 <br />NR <br />12 <br />NR <br />30 <br />#20 Sand <br />(87-115 ft) <br />2 inch Sch. 40 <br />PVC 0.010" slot <br />Well Screen <br />(90-110 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: