Laserfiche WebLink
11 <br />PROJECT <br />NUMBER 939-02.06 <br />BORING NO. <br />G-2 <br />PROJECT <br />NAME S.J. County Landfill Development Site <br />PAGE <br />1 OF 8 <br />BY BAB <br />DATE 7/01-02/87 <br />SURFACE ELEV. <br />104.90 <br />REMARKS <br />Drilled with mud rotary -drilling equipment to a total depth of 156.5 feet. <br />Boring was converted to a 4 -1/2 -inch -diameter ground -water monitoring well <br />(see Plate ). <br />IVIdenotes bag sample. <br />Lai <br />PLATE A-25 <br />POCKET <br />PENETRA- <br />Of <br />SANDY CLAY, strong brown (7.5YR, 4/6); <br />LITHO— <br />TORVANE <br />PENETRO- <br />TION Z a:_ <br />y <br />GRAPHIC DESCRIPTION <br />METER <br />� > <br />(Blows/ 04 w <br />I <br />a <br />a <br />COLUMN <br />(TSF) <br />(TSF) <br />Ft.) a 3 J <br />c <br />H <br />sand; slightly micaceous; moist. <br />REMARKS <br />Drilled with mud rotary -drilling equipment to a total depth of 156.5 feet. <br />Boring was converted to a 4 -1/2 -inch -diameter ground -water monitoring well <br />(see Plate ). <br />IVIdenotes bag sample. <br />Lai <br />PLATE A-25 <br />CL <br />Of <br />SANDY CLAY, strong brown (7.5YR, 4/6); <br />20-30% fine- to medium -grained sand; <br />damp. <br />5 <br />10-ECLAY, <br />yellowish brown (10YR, 5/8); 5-10% <br />sand; slightly micaceous; moist. <br />1 <br />SANDY CLAY, yellowish brown (10YR, 5/8); <br />20% fine- to medium -grained sand; <br />micaceous; moist. <br />CLAYEY SAND, strong brown (7.5YR, 7/6); <br />Sc <br />30% fines; predominantly fine grained <br />to medium grained; quartzose; mica- <br />ceous; very moist. <br />REMARKS <br />Drilled with mud rotary -drilling equipment to a total depth of 156.5 feet. <br />Boring was converted to a 4 -1/2 -inch -diameter ground -water monitoring well <br />(see Plate ). <br />IVIdenotes bag sample. <br />Lai <br />PLATE A-25 <br />