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R o <br />Hole Diameter : <br />10 -in. <br />LOG OF BORING SVE-1A/B <br />HSA <br />baserock - 6" thick <br />EnvironmE�,ntaI <br />Material : <br />o <br />SVE-1-2.5' <br />(Page 1 of 1) <br />SILTY CLAY: 65% clay, 30% silt, <br />Huntbrook Holdings LLC <br />5% fine grained sand; dark <br />Date Started/Completed 6-19-14 <br />Drill Rig <br />: CME -75 <br />3138 East Main Street <br />Material : <br />Hole Diameter <br />:8.25 -in. <br />Logged By <br />: M. Berrington, PG #7124 <br />Joints : <br />Stockton, CA <br />' <br />Drilling Method <br />Sampling Method <br />: Hollow stem auger <br />: 2.25-in.x18-in. split spoon <br />Survey By Morrow Surveying <br />Northing/Easting Coord: 2170799.0/6347001.8 <br />Installation of MW -1 B, AS -1, SVE-1A/B, <br />and SVE-2A/B <br />90 <br />Drilling Company/Driller: <br />All Well Abandonment/J. Ceja <br />Casing Elev. <br />: 27.95(A)/28.00(B) <br />15 <br />SVE-1-11.5' <br />Sample Interval <br />Sampler Type <br />4 <br />CL <br />COMPLETION : <br />steel well box <br />Notes: <br />dark grayish green (Gley1/4/1) <br />400 <br />San Joaquin Co <br />11 <br />Lab Sample <br />SS Split Spoon <br />SVE-1-16.5' <br />1� <br />216 <br />SVE-1-21.5' <br />0 Int. Sampled <br />ST Shelby Tube <br />172 <br />Well1: <br />SVE-1A <br />CLAYEY SILT: 60% silt, 40% clay; <br />SVE-1-26.5' <br />ML <br />olive gray (5Y/4/2), low plasticity, <br />® Lost <br />PS Piston Sampler <br />hard, moist <br />We112: <br />SVE-1 B <br />La) <br />SVE-1-31.5' <br />1 <br />U <br />CLAY: 70% clay, 25% silt, 5% fine <br />grained sand; brown (7.5YR/5/4); <br />S <br />low to medium plasticity, hard, moist <br />Surf. <br />= <br />AL Clear Acetate <br />Q <br />0 <br />SVE-1-36.5' <br />15 <br />Elev. <br />CO <br />a <br />5 <br />�( <br />0 <br />28.63 <br />? � <br />DESCRIPTION <br />9 <br />Lab No. <br />m <br />cn <br />0 <br />broken asphalt/aggregate <br />WELL <br />CONSTRUCTION <br />28Old <br />5 <br />23 <br />10 <br />18 <br />15 <br />13 <br />20 <br />8 <br />25 <br />3 <br />30 <br />_2 <br />35 <br />-7 <br />40 <br />-12 <br />45 <br />17 <br />50 <br />Date Compl. :6-19-14 <br />Hole Diameter : <br />10 -in. <br />Drill. Method : <br />HSA <br />baserock - 6" thick <br />WELL CASING: <br />Material : <br />o <br />SVE-1-2.5' <br />7 <br />SILTY CLAY: 65% clay, 30% silt, <br />5% fine grained sand; dark <br />flush -thread <br />WELL SCREEN: <br />yellowish brown (10YR/3/4), low <br />Material : <br />Sch. 40 PVC <br />Diameter :2 <br />plasticity, hard, moist <br />4.5 <br />Joints : <br />flush -thread <br />' <br />Slot Spacing : <br />0.020 -in. <br />SVE-1-5' <br />11 <br />olive brown (2.5Y/4/3) <br />90 <br />No. 3 Sand <br />TRANSITION : <br />Bentonite chips <br />15 <br />SVE-1-11.5' <br />ANULAR SEAL: <br />Neat Cement <br />4 <br />CL <br />COMPLETION : <br />steel well box <br />Notes: <br />dark grayish green (Gley1/4/1) <br />400 <br />San Joaquin Co <br />11 <br />#68149 <br />SVE-1-16.5' <br />1� <br />216 <br />SVE-1-21.5' <br />3 <br />172 <br />CLAYEY SILT: 60% silt, 40% clay; <br />SVE-1-26.5' <br />ML <br />olive gray (5Y/4/2), low plasticity, <br />hard, moist <br />06(:::5 <br />SVE-1-31.5' <br />1 <br />CLAY: 70% clay, 25% silt, 5% fine <br />grained sand; brown (7.5YR/5/4); <br />low to medium plasticity, hard, moist <br />25 <br />SVE-1-36.5' <br />15 <br />CIL <br />5 <br />�( <br />Date Compl. :6-19-14 <br />Hole Diameter : <br />10 -in. <br />Drill. Method : <br />HSA <br />WELL CASING: <br />Material : <br />Sch. 40 PVC <br />Diameter :2 <br />-in. <br />Joints : <br />flush -thread <br />WELL SCREEN: <br />Material : <br />Sch. 40 PVC <br />Diameter :2 <br />-in. <br />Joints : <br />flush -thread <br />' <br />Slot Spacing : <br />0.020 -in. <br />; 12 <br />13 <br />SAND PACK : <br />No. 3 Sand <br />TRANSITION : <br />Bentonite chips <br />15 <br />ANULAR SEAL: <br />Neat Cement <br />SURFACE : <br />12 -in. dia. <br />COMPLETION : <br />steel well box <br />Notes: <br />San Joaquin Co <br />EHD Permit <br />#68149 <br />Groundwater not encountered <br />