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(86.5-90.0') Sandy SILT (ML), low plasticity, slow dilatancy; very <br />fine to fine grained sand, subangular to subrounded; moist; stiff; <br />dark grayish brown (10YR4/2). <br />(90.0-91.5') SAND with some silt and trace clay (SP), fine to <br />medium grained, subangular to subrounded; poorly graded; <br />moist; medium dense; dark grayish brown (2.5Y 4/2). <br />(91.5-92.5') Sandy SILT (ML), low plasticity, no dilatancy; very <br />fine to fine grained sand, subangular; moist; medium stiff; dark <br />grayish brown (10YR 4/2). <br />(92.5-94.0') SAND with some silt (SP), very fine to medium <br />grained, subangular to subrounded; poorly graded; wet; loose; <br />yellowish brown (10YR 5/6). <br />(94.0-95.0') SAND with some gravel and trace silt (SW), fine to <br />very coarse grained, subangular to subrounded; gravel to small <br />pebbles, subangular; well graded; wet; loose; gray (10YR 5/1). <br />(95.0-97.0') SAND with trace gravel (SW), fine to very coarse <br />grained, subangular to subrounded; gravel to small pebbles, <br />subangular; well graded; wet; loose; dark grayish brown <br />(10YR4/2). <br />(97.0-97.5') No Recovery. <br />(97.5-99.5') SAND with trace gravel (SW), very fine to very <br />coarse grained, subangular to subrounded; wet; loose; well <br />graded; dark grayish brown (10YR 4/2); dominantly very coarse <br />and coarse grains. <br />(99.5-100.0') No Recovery. <br />(100.0-102.0') SAND with trace silt (SW), very fine to coarse <br />grained, subangular to subrounded; well graded; wet; loose; light <br />brownish gray (10YR 6/2). <br />(102.0-102.5') No Recovery. <br />(102.5-103.5') SAND with trace silt (SW), very fine to coarse <br />grained, subangular to subrounded; well graded; wet; loose; light <br />brownish gray (10YR 6/2). <br />30 <br />30 <br />30 <br />30 <br />30 <br />30 <br />#2/16 Washed <br />Silica Sand Filter <br />Pack (75-120 ft) <br />6 inch 0.020" <br />slot Stainless <br />Steel Well <br />Screen (90-115 <br />ft) <br />0.1 <br />0.3 <br />0.3 <br />6 inch diamater <br />Sch. 80 PVC <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 />07/16/2024 <br />07/26/2024 <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.:CDCR-EW-3 <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 25/9/2412 inch diameter <br />borehole