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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LOG <br />OF EXPLORATORY <br />PROJECT NUMBER <br />939-03.12 <br />PROJECT NAME <br />Corral Hollow Sanitary Landfill <br />BY CMF DATE 10/29/87 <br />POCKET PENETRA- <br />rn LITHO- <br />TORVANE PENETRO- TION <br />z J J GRAPHIC <br />METER <br />(Blows/ <br />0 1 ; a o_ <br />rc < Wa COLUMN <br />< <br />3 < <br />(TSF) (TSF) Ft.) <br />v '� o <br />BORING <br />BORING NO. MW -1 <br />PAGE 4 OF 7 <br />SURFACE ELEV. 242±1' <br />DESCRIPTION <br />JW/:'•` <br />® <br />bKAVtLLY JANU ABU ,ANUY bKAVtL, GLAYtY, <br />GP <br />° <br />INTERBEDDED: continued. <br />0 <br />0 <br />0 <br />125 <br />0 <br />0 <br />:0 <br />0 <br />0 <br />130 GC <br />a��' <br />CLAYEY GRAVEL; dark yellowish brown <br />®. :. <br />(10YR, 4/6); 15% silt and clay; 35% <br />GP <br />sand; 1/4 to 1/2"; moist. <br />0 :<j <br />SANDY GRAVEL, CLAYEY; dark yellowish <br />°®0Q• <br />brown (10YR, 4/6); trace to 5% silt <br />135 <br />O° <br />and clay; 35% sand; medium to coarse; <br />SW <br />1/4" to 3/4"; rounded to subangular; <br />damp to moist. <br />GRAVELLY SAND, CLAYEY; as above; dry. <br />@138': gravelly, 1/4" to 1". <br />140 <br />SC- <br />•' <br />CLAYEY SAND to GRAVELLY SAND; dark <br />145 SW <br />yellowish brown (10YR, 4/6); sub- <br />angular to subrounded; moist. <br />SW/ <br />° <br />SANDY GRAVEL AND GRAVELLY SAND, CLAYEY, <br />150 GP <br />° <br />INTERBEDDED; as above. <br />;. <br />0 <br />0 <br />,o <br />@152': decreasing clay content; <br />0 C <br />trace to 5%; dry. <br />o <br />@156': increasing clay content; 5- <br />155 <br />10%; moist. <br />c <br />SANDY GRAVEL, CLAYEY; darkyellowish <br />GP <br />®A <br />brown (10YR, 4/6); 5-10% silt and <br />0 0 ® <br />clay; 40% sand; 1/4" to 1/2"; medium <br />®®0 <br />to coarse; subangular to rounded; <br />,r-ry <br />0p C <br />clayey zones moist. <br />PLATE <br />A5 <br />