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BORING NO. SG -3A <br />COORDINATES: N. 2201870.59 <br />E. 6436547.35 <br />PROJECT: Foothill Landfill PROJECT NUMBER: 77631211799 FIELD GEOLOGIST: Michael Glas TOC ELEV: 298.92 <br />LOCATION: Foothill Sanitary Landfill DRILLING METHOD: Sonic CHECKED BY: JC Isham GROUND ELEV: 295.42 <br />DRILL CO.: Yellow Jacket Drilling SAMPLING METHOD: Continuous Core APPROVED BY: JC [sham DATE BEGAN: 5/42016 <br />DRILLER: Jose Munguia BORING: 10" to 76', 8" from 71'to 260' DATE FINISHED: 5/92016 <br />SCREEN: Diameter. 2" CASING: Diameter: 2" TOTAL DEPTH: 260' SURVEY DATE: 8/312016 <br />Length: 3x20'screens Length: 53', 143', and 218' SAND PACK: nominal 3/8" Pea Gravel DATUM: NAD83 in feet <br />Type/Size: 0.020" slot SCH 80 PVC Type: SCH 80 PVC TRANSISTION SAND: None <br />Elevation <br />Depth <br />(ft amsl) <br />(bgs in ft) <br />Well Completion <br />Time <br />Profile <br />Desch tion <br />Comments <br />Vegetation <br />295.42 <br />'s <br />Neat cement <br />Gravel pack from SG -3. <br />Drilled out well SG -3 from 0'to 36'. <br />294.42 <br />1.0 <br />with 5% <br />bentonite <br />293.42 <br />2.0 <br />34 x 50 Ib <br />292.42 <br />3.0 <br />bags of <br />bentonite <br />291.42 <br />4.0 <br />290.42 <br />5.0 <br />289.42 <br />6.0 <br />288.42 <br />7.0 <br />287.42 <br />8.0 <br />286.42 <br />9.0 <br />285.42 <br />10.0 <br />284.42 <br />11.0 <br />283.42 <br />12.0 <br />282.42 <br />13.0 <br />281.42 <br />14.0 <br />280.42 <br />15.0 <br />279.42 <br />16.0 <br />278.42 <br />17.0 <br />277.42 <br />18.0 <br />276.42 <br />19.0 <br />275.42 <br />20.0 <br />274.42 <br />21.0 <br />273.42 <br />22.0 <br />272.42 <br />23.0 <br />271.42 <br />24.0 <br />270.42 <br />25.0 <br />269.42 <br />26.0 <br />268.42 <br />27.0 <br />267.42 <br />28.0 <br />266.42 <br />29.0 <br />265.42 <br />30.0 <br />Page 10 Of 43 <br />