Laserfiche WebLink
amp, Dresser & McKee,•C. <br /> Soil Boring Log Well Installation and Completion data <br /> i <br /> -'� Client Nestle Foods Company Site Ripon, California Job No. 1130-111 Surveyed Elevation: Ground 64,74 <br /> Dale Ddliod l2/2/86 Well No. VE-1 tiering Co.?mune Western Top at Casino Screen Lang in 35' <br /> T01et Depth 47 n' Boring Method Used n,il 1"w c.em n„yu. Plsrarre ter Casing Size d Typo-4” cab_ an vvn <br /> Field Geologist H.D. Jmhnson Organic Vapor Instruments Used HNu Meter Water Table Depth 24' <br /> f1f ' <br /> Depth Same, glows par 6' Sample Adv./ Org.Vap. Serrple Description Strata. Equipment <br /> baso No. __,.lbs. Interval Ftecav, -PPM Change Installed <br /> Li <br /> Brown, clayey silt, minor <br /> 1 4-6-7 0-1.5; 18"/18" - fine-grained sand Cement <br /> C_: 2 Bentonite <br /> clayey Grout <br /> Silt <br /> 2 2-2-1 2-3.0' 12"/1B" 1.2 Same ae above <br /> 4 <br /> '' 3 /-2-1 4-5.5' 18"/18" 0.0 Same as above <br /> 6101, <br /> „ <br /> l Bentonite <br /> Tan, fine-grained sand with Pellet <br /> Ij <br /> 4 2-4-5 6-7.5' 18"/1e” 0.1 minor silt Sand Seal <br /> 14" Same as above ' <br /> 4" Brown silt with minor sand. <br /> II 10 5 8-30-9 B-9.5' Is"/is" 1.6 minor silt 912" <br /> L <br /> 6 6-19-19 110-11.5, 18'./18" 0.8 Same as above Silt 3S.D' Sch. <br /> 12 1x'5" 40 PVC <br /> 0.020 slot <br /> -- 5" Some as above Screen <br /> 1]" Tan medium to fine grained Sand <br /> i 14 7 7-16-13 12-13.5' lg"/18" 2.0 sand, minor silt 14'3" <br /> r .. <br /> 3" Same as above Silt <br /> 8 3-13-9 14-15.5' 18"/18" 1.2 15" Brown silt, clayey <br /> 16 <br /> Brownish gray silty clay, <br /> plastic. Iron stained vertical <br /> IS 9 3-9-10 16-17.5' 18"/18" 5.0 since present Silty <br /> Clay <br /> Sema as above with thinnly <br /> 04 <br /> 10 6-6-12 1111-1.9.5' 18"/18" 1.0 bedded fine sand at base of unit Aquarium <br /> 20 Sand. <br /> L120-21.5- <br /> Same as above with increnaing <br /> 11 7-11-14 18"/18" 0.6 sand layers <br /> 22 22'0" <br /> Brown, fine-to medium-grained <br /> 12 6-9-14 22-23.5' l8"/IB" 2.4 sand Sand <br /> f. 24 <br /> Remarks: - <br /> L <br /> L' <br />