Laserfiche WebLink
Date Start/Finish: 6/2/2014-6/5/14 Latitude: 37.8084509 Well/Bo :D:PW30-240 <br /> Drilling Company: Woodward Drilling Longitude: -121.2731621 <br /> Driller's Name: Kris Nolan Client: Glenn Springs Holdings,Inc. <br /> Drilling Method: Mud Rotary <br /> Sampling Method: Drill Cuttings Borehole Depth: 250ft bgs Location:Former OCC Facility <br /> Rig Type:B-57 Mobile Drill 16777 South Howland Road <br /> Auger Size: 6-5/8 inches Lathrop,California <br /> Casing Elevation: 21.07 ft amsl Descriptions By: K.Renlund <br /> Reviewed By: D.Hinkley <br /> Boring <br /> LD c v Stratigraphic Description Construction <br /> = H U <br /> a <br /> CL W W U a <br /> 0 W 0 0 <br /> 85 -85 SW <br /> Small increase in silt(16%) <br /> 90 -90 <br /> Increasing coarse sand <br /> 95 -95 ML <br /> Sandy Silt,low plasticity,soft,20%coarse sand <br /> 100-100 <br /> 105-105 <br /> 110-110 SM <br /> Silty Sand,fine to coarse grained,poorly sorted,angular,30%silt <br /> 115-115 <br /> 120-120 Sw Neat Cement <br /> Sand,fine to coarse grained,poorly sorted,subangular,15%silt Grout <br /> 24nch,Sch 80 <br /> PVC Blank <br /> 125-125 SM <br /> Silty Sand,fine to coarse grained,poorly sorted,subangular,30%silt <br /> 130-130 ML <br /> Sandy Silt,low plasticity,soft 15%medium sand <br /> 135135 <br /> 140-140 SM <br /> Silty Sand,fine to coarse grained,poorly sorted,angular,30%silt <br /> 145-145 SW <br /> Gravelly Sand,fine to medium pebbles,poorly sorted,subangular <br /> 150-150 <br /> 155155 ML <br /> Sill.low plasticity,soft,D-5%sand <br /> 160-160 <br /> 165165 <br /> 170-170 SM <br /> RemarkS: Borehole cleared to 5ft bgs using an air knife tool. <br /> Soil was logged from drill cuttings. <br /> ARCADIS ams==above mean sea level <br /> bgs=below ground surface,ft=foot <br /> Infrastructure Water fnvrronment 60drngs <br /> Project: RV009840.0016 Template: Lathrop-Correct-bodng_we==geoborbe 2007 analytical USCS.Idfx Page:2 of 3 <br /> Data File:PW30-230.dat Date: 7/17/2015 Created/Edited by: M.Morrow <br />