Laserfiche WebLink
(6.0-60.0') Not Logged. <br />(60.0-61.0') Silty SAND (SM), very fine to medium grained, <br />subangular; slow dilatancy; poorly graded; moist; medium dense; <br />reddish brown (5YR 4/4). <br />(61.0-61.5') Silty SAND (SM), very fine to fine grained, <br />subangular to subrounded; no dilatancy; poorly graded; moist; <br />medium dense; dark reddish brown (5YR 3/4). <br />(61.5-62.5') Silty SAND (SM), very fine to fine grained, <br />subangular; medium plasticity, slow dilatancy; poorly graded; <br />moist; dense; brown (7.5Y 5/2). <br />(62.5-64.0') Silty SAND (SM), very fine to fine grained, <br />subangular to subrounded; slow dilatancy; poorly graded; moist; <br />medium dense; dark yellowish brown (10YR 4/4). <br />(64.0-65.0') SAND with trace silt (SP), very fine to fine grained, <br />subangular to subrounded; poorly graded; moist; medium dense; <br />dark yellowish brown (10YR 4/4). <br />At 65.0 ft, becomes wet. <br />(65.5-67.0') SAND with some silt and clay (SP), very fine to very <br />medium grained, subangular to subrounded; poorly graded; wet; <br />medium dense; dark brown (7.5YR 4/4). <br />(67.0-67.5') Silty SAND (SM), very fine to medium grained, <br />subangular; slow dilatancy; poorly graded; moist; medium dense. <br />(67.5-68.5') SAND with some silt and trace clay (SP), fine to <br />medium grained, subangular to subrounded; well sorted; wet; <br />loose; brown (10YR 4/3). <br />(68.5-70.0') Sandy SILT (MH), medium plasticity, slow dilatancy; <br />very fine to fine grained; subangular; moist; medium stiff; brown <br />(10YR 5/3). <br />(70.0-70.5') SAND with some silt and trace clay (SP), very fine to <br />medium grained, subangular to subrounded; poorly graded; wet; <br />medium dense; grayish brown (10YR 5/2). <br />(70.5-71.5') Silty SAND (SM), very fine to medium grained, <br />subangular to subrounded; slow dilatancy; poorly graded; moist; <br />medium dense; brown (10YR 4/3). <br />(71.5-72.0') Silty SAND with some clay (SM), very fine to fine <br />grained, subangular; slow dilatancy; poorly graded; moist; <br />medium dense; dark yellowish brown (10YR 4/4). <br />(72.0-72.5') Sandy SILT (ML), medium plasticity, slow dilatancy; <br />very fine to fine grained sand, subangular; moist; medium stiff; <br />yellowish brown (10YR 5/4). <br />(72.5-73.0') Sandy SILT (ML), medium plasticity, slow dilatancy; <br />very fine to fine grained sand, subangular; wet; medium stiff; <br />yellowish brown (10YR 5/4). <br />12 inch diameter <br />borehole <br />6 inch diamater <br />Sch. 80 PVC <br />30 <br />30 <br />30 <br />30 <br />30 <br />30 <br />Neat Portland <br />Cement (3-69.6 <br />ft) <br />Bentonite Pellets <br />(69.6-75 ft) <br />0.4 <br />0.0 <br />0.1 <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: 5 of 9Soil Boring Log <br />Boring No.:CDCR-EW-3 <br />DescriptionDepth(feet) <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <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 25/9/24