Laserfiche WebLink
Geo6ogical TechA&s Inc. <br /> Project Name Sinclair Trucking Borehole No. MW-2 Page 1 of 1 <br /> Project No. 320.2 Date 6/14/95 Contractor V&W Drilling Company C57 Lic. 658786 <br /> Area & County 3780 W. Linne Road, Tracy Drilling Method Hollow Stem Auger <br /> ' Field Geo/Eng T. McDonald Elevation of Measuring Point 99.04' Arbitrary Mane <br /> Tot. Dep. 20' Tot.Casing Dep. 2 0' Annular Sea 33L 4'.— Filter Pack 4-20' Grout 0-3' <br /> ' Borehole Dia. 8.00"Casing Dia. 2.0" Screened Interval 5-20' Slot Size-0.010" Water Level :t9•5' <br /> *• Location-Southeast boring <br /> %0 <br /> Description Remarks <br /> vEi cR U V C>,�S'R <br /> ' 0 <br /> tiS9 <br /> ML CLAYEY SILT-(2.5Y5/6), firm, plastic, 0 ppm OVM <br /> r <br /> 1431 root tubes <br /> 3 - - - - ; ; ` ` CLAYEY SILT-(2.5Y5/6),firm, plastic, 0 ppm OVM <br /> is <br /> 1433 a -------- <br /> _=- _ ; ; ML root tubes <br /> ra3s z —' ' ' ML CLAYEY SILT-(2.5Y5/6),soft, wet, 0 ppm OVM <br /> ' ---- '• flowing almost <br /> 3 ! ! i <br /> il = s <br /> i i 9 <br /> 9 SAND-(5Y6/4), fine to coarse, gap <br /> 13 <br /> graded, loose <br /> : <br /> ' r = ` ` ii CLAYEY SILT-(5Y6/6), very plastic, root <br /> s _ i ML tubes <br /> { <br /> s ; <br /> 25 <br /> " E ' <br /> : <br /> ill - <br /> : : } <br /> } ; s <br /> 30 <br /> Notes; _��-_ Silt Clay Sand (5Y5/6)=Munsell soil color description <br /> ==denotes sample submitted for laboratory analysis <br /> Pebbles �; Clayey Sand Grain size is referenced to the Modified Wentworth Scale <br /> rev 3/92 Drawn 9/27/94 <br />