Laserfiche WebLink
BORING NO. SG -3A <br />. COORDINATES: N. 2201870.59 <br />E. 6436547.35 <br />PROJECT: Foothill Landfill PROJECT NUMBER: 7 76 31 211 79 9 FIELD GEOLOGIST: Michael Glas TOC ELEV: 298.92 <br />LOCATION: Foothill Sanitary Landfill DRILLING METHOD: Sonic CHECKED BY: JC ]sham GROUND ELEV: 295.42 <br />DRILL CO.: Yellow Jacket Drilling SAMPLING METHOD: Continuous Core APPROVED BY: JC Isham DATE BEGAN: 5/4/2016 <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 />(fl ams!) <br />(bgs in ft) <br />Well Com lefion <br />Time <br />Profile <br />Description <br />Comments <br />84.42 <br />211.0 <br />As above. <br />83.42 <br />212.0 <br />82.42 <br />213.0 <br />81.42 <br />214.0 <br />20 x 5 gallon <br />buckets of <br />80.42 <br />215.0 <br />gravel <br />79.42 <br />216.0 <br />1050 <br />` <br />Claystone, broom (7.5YR4/4), moist, medium induration. <br />78.42 <br />217.0 <br />- <br />Siftstone, brown (7.5YR4/4), dry, medium induration. <br />77.42 <br />218.0 <br />76.42 <br />219.0 <br />75.42 <br />220.0 <br />- <br />Sandstone, fine grained, -40% sill broom (7.5YR4/4), dry, <br />medium to poorly indurated. <br />74.42 <br />221.0 <br />73.42 <br />222.0 <br />72.42 <br />223.0 <br />71.42 <br />224.0 <br />- <br />Claystone, -10% sand, reddish brown (5YR3/4), moist, medium <br />induration. <br />70.42 <br />225.0 <br />69.42 <br />226.0 <br />- <br />1215 <br />Sandstone, fine grained, brown (10YR4/3), moist, medium <br />68.42 <br />227.0 <br />induration. <br />-_= <br />Sandstone, medium to fine grained, brown (10YR4/3), moist, well <br />67.42 <br />228.0 <br />- <br />indurated. <br />Sandstone, medium to fine grained, brown (10YR4/3), moist, <br />- <br />medium induration. <br />66.42 <br />229.0 <br />65.42 <br />230.0 <br />- <br />- <br />Sandstone, medium to fine grained, brown (10YR4/3), moist, <br />- <br />poorly indurated. <br />64.42 <br />231.0 <br />63.42 <br />232.0 <br />=- <br />62.42 <br />233.0 <br />61.42 <br />234.0 <br />60.42 <br />235.0 <br />1255 <br />59.42 <br />236.0 <br />58.42 <br />237.0 <br />57.42 <br />238.0 <br />56.42 <br />239.0 <br />Sandstone, medium to fine grained, -25% sift, dark yellowish <br />brown (10YR4/4), dry, medium induration. <br />55.42 <br />240.0 <br />Page 17 of 43 <br />