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(6.0-60.0') Not Logged. <br />(60.0-61.5') Silty SAND (SM), very fine to fine grained, <br />subangular; non-plastic, slow dilatancy; poorly graded; moist; <br />loose; brown (10YR 5/3). <br />(61.5-62.5') Silty SAND (SM), very fine to fine sand grains, <br />subangular; slow dilatancy; poorly graded; moist; loose; brown <br />(10YR 4/3). <br />(62.5-64.0') Silty SAND (SM), very fine to fine sand grains, <br />subangular to subrounded; slow dilatancy; poorly graded; wet; <br />loose; dark reddish gray (5YR 4/2) <br />(64.0-65.0') Silty SAND (SM), very fine to fine sand grains, <br />subangular; slow dilatancy; poorly graded; moist; medium dense; <br />yellowish brown (10YR5/4). <br />(65.0-68.0') Silty SAND (SM), fine to medium sand grains, <br />subangular to subrounded; slow dilatancy; poorly graded; wet; <br />loose; brown (7.5YR 5/4) <br />(68.0-69.0') Silty SAND (SM), very fine to very coarse sand <br />grains, subangular to subrounded; slow dilatancy; well graded; <br />wet; loose; dark brown (7.5YR 4/4). <br />(69.0-70.0') Sandy SILT (ML), medium plasticity, slow dilatancy; <br />very fine grained sand, subangular; moist; medium stiff; brown <br />(10YR 4/3). <br />(70.0-70.5') Silty SAND (SM), very fine to very coarse grained, <br />subangular to subrounded; slow dilatancy; well graded; wet; <br />loose; brown (10YR 5/3). <br />(70.5-71.0') Silty SAND (SM), very fine to medium grained, <br />subangular to subrounded; slow dilatancy; poorly graded; wet; <br />loose; brown (10YR 5/3). <br />(71.0-72.0') Silty SAND (SM), very fine to fine grained, <br />subangular to subrounded; slow dilatancy; poorly graded; moist; <br />loose; brown (10YR 5/3) <br />(72.0-72.5') Silty SAND (SM), very fine to fine grained, <br />subangular to subrounded; slow dilatancy; poorly graded; dry; <br />medium dense; yellowish brown (10YR 5/4). <br />(72.5-73.5') Silty SAND (SM), very fine to fine grained, <br />subangular; slow dilatancy; poorly graded; medium dense; brown <br />(7.5YR 4/2). <br />07/19/2024 <br />07/24/2024 <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 6Soil Boring Log <br />Boring No.:AMW-61S <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 25/9/248 inch diamater <br />borehole <br />#20 Sand (57-80 <br />ft) <br />2 inch Sch. 40 <br />PVC 0.010" slot <br />Well Screen <br />(60-80 ft) <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: