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(103.5-104.5') 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 />(104.5-105.0') No Recovery. <br />(105.0-106.0') Silty SAND (SM), sand coarse to very coarse <br />grained, subrounded; non-plastic, slow dilatancy; poorly graded; <br />wet; loose; yellowish brown (10YR 5/6). <br />(106.0-107.0') Sandy SILT (ML), low plasticity, no dilatancy; very <br />fine grained sand, subangular; moist; medium stiff; yellowish <br />brown (10YR 5/6). <br />(107.0-107.5') SAND with trace silt (SP), medium to very coarse <br />grained, subrounded; poorly graded; wet; loose; dark grayish <br />brown (10YR 4/2). <br />(107.5-109.0') Silty SAND (SM), very fine to coarse grained, <br />subangular to subrounded; low plasticity, slow dilatancy; well <br />graded; wet; medium dense; dark yellowish brown (10YR 4/2). <br />(109.0-110.0') Silty SAND (SM), low plasticity, slow dilatancy; fine <br />to very fine grained sand, subangular; moist; medium stiff; <br />yellowish brown (10YR 5/6). <br />(110.0-111.5') Silty SAND (SM), very fine to very coarse grained, <br />subangular; low plasticity, slow dilatancy; well graded; moist; <br />medium dense; yellowish brown (10YR 5/6). <br />(111.5-115.0') Sandy SILT (ML), low plasticity, slow dilatancy; <br />fine to very fine grained sand, subangular; moist; medium stiff; <br />yellowish brown (10YR 5/6). <br />(115.0-116.5') Sandy SILT (ML), low plasticity, slow dilatancy; <br />and sand, fine to very fine grained, subangular; wet; dark <br />yellowish brown (10YR 4/2). <br />(116.5-118.0') Sandy SILT (ML), low plasticity, slow dilatancy; <br />fine grained sand, subangular; wet; dark yellowish brown (10YR <br />4/2). <br />(118.0-120.0') Sandy SILT (ML), low plasticity, slow dilatancy; <br />fine grained sand, subangular; wet; medium stiff; dark grayish <br />brown (10YR 4/2). <br />Boring No.:CDCR-EW-3 <br />DescriptionDepth(feet) <br />105 <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 />SampleInterval Recovery(in.)WellConstructionDetailsPID(ppm)GraphicLog <br />Logger: <br />Helpers: <br />Weather Conditions: <br />Sample ID <br />#2/16 Washed <br />Silica Sand Filter <br />Pack (75-120 ft) <br />30 <br />30 <br />30 <br />30 <br />30 <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: 8 of 9Soil Boring Log <br />Centralizer at <br />approx. 116 ft <br />6 inch Stainless <br />Steel Sump <br />(115-120 ft) <br />12 inch diameter <br />borehole <br />0.3 <br />0.4 <br />0.3 <br />30 <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:30158194.05 C:\USERS\PKV7631\ONEDRIVE - ARCADIS\DOCUMENTS\GINT\FORWARD LANDFILL BORELOGS - 08.15.24\TEMPLATE\FORWARD LANDFILL PROJECT.GPJ WCCSL.GDT 25/9/246 inch 0.020" <br />slot Stainless <br />Steel Well <br />Screen (90-115 <br />ft)