Laserfiche WebLink
BORING NO. SG-10A <br />. COORDINATES: N. 2199283.53 <br />E. 6435446.44 <br />PROJECT: Foothill Landfill PROJECT NUMBER: 77631211799 FIELD GEOLOGIST: Michael Glas TOC ELEV: 320.8 <br />LOCATION: Foothill Sanitary Landfill DRILLING METHOD: Sonic CHECKED BY: JC Isham GROUND ELEV: 317.3 <br />DRILL CO.: Yellow Jacket Drilling SAMPLING METHOD: Continuous Core APPROVED BY: JC Isham DATE BEGAN: 5/172016 <br />DRILLER: Jose Munguia BORING: 10" to 76', 8" from 76'to 262' DATE FINISHED: 5/192016 <br />SCREEN: Diameter: 2" CASING: Diameter: 2" TOTAL DEPTH: 262' SURVEY DATE: 8/312016 <br />Length: 3x20' screens Length: 53', 143', and 243' 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 ._I) <br />(bgs in ft) <br />Well Completion <br />Time <br />Profile <br />Description <br />Comments <br />286.30 <br />31.0 <br />See above. <br />Sandstone, fine grained, broom (10YR4/3), dry, well indurated. <br />285.30 <br />32.0 <br />284.30 <br />33.0 <br />283.30 <br />34.0 <br />282.30 <br />35.0 <br />950 <br />281.30 <br />36.0 <br />280.30 <br />37.0 <br />279.30 <br />38.0 <br />278.30 <br />39.0 <br />277.30 <br />40.0 <br />276.30 <br />41.0 <br />275.30 <br />42.0 <br />274.30 <br />43.0 <br />273.30 <br />44.0 <br />272.30 <br />45.0 <br />Siftstone, brown (10YR4/3), moist, medium induration. <br />271.30 <br />46.0 <br />1015 <br />Siftstone, dark grayish brown (10YR42), moist, medium induration. <br />270.30 <br />47.0 <br />269.30 <br />48.0 <br />268.30 <br />49.0 <br />18 x 5 gallon <br />Sandstone, medium to fine grained, broom (10YR4/3), dry, poorly <br />buckets of <br />indurated. <br />267.30 <br />50.0 <br />gravel <br />266.30 <br />51.0 <br />265.30 <br />52.0 <br />= <br />Siltstone, brown (10YR4/3), moist, well indurated. <br />264.30 <br />53.0 <br />- <br />Sandstone, fine grained, dark grayish brown (10YR42), dry, <br />medium induration. <br />263.30 <br />54.0 <br />- <br />262.30 <br />55.0 <br />-_ <br />Siftstone, brown (7.SYR4/3), moist, poorly indurated. <br />1050 <br />261.30 <br />56.0 <br />260.30 <br />57.0 <br />- <br />259.30 <br />58.0 <br />- <br />_= <br />Sandstone, fine grained, -10% sift, brown (10YR4/3), dry, poorly <br />indurated. <br />258.30 <br />59.0 <br />257.30 <br />60.0 <br />- <br />See next page. <br />Page 27 of 43 <br />