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DATE: 6/15/89 <br /> LOGGED 8Y: TWB LOG DESIGNATION B-2 <br /> ELEVATION: Approx. 20' Above MSL <br /> WATER LEVEL: None Encountered JOB: P89069 <br /> EQUIPMENT: B-53 Mobile Drill using 8" Hollow Stem Auger FIGURE: 6 <br /> 0 N e 1- <br /> 0 <br /> Cn <br /> L, J Z 4 W N <br /> Q 1 <br /> ? 3 n � vvi SOIL OR ROCK DESCRIPTION NOTES <br /> w oa o r <br /> o z o m "' 7 3" Asphalt Cover <br /> BASE SANDY GRAVEL: Gray-brown, loose <br /> FILL SANDY SILT & CLAY: Brown to orange- <br /> brown, damp <br /> Grades to less clay <br /> 5 SANDY SILT: Brown, occasional pebbles, <br /> clay fraction, damp <br /> SANDY SILT/SILTY SAND: Brown, damp <br /> 10 <br /> SILT: Grayish-brown, clay fraction, damp <br /> 15 2.0 p _ _ I SILTY SAND: Orange-brown, fine grained, <br /> dense, damp to moist OVM to 0 <br /> ML SILT: , Mottled orange-gray and brown, <br /> clay films, few pores, brittle, <br /> calcareous, MnO stains, damp <br /> 20 2.0 P - - <br /> 2 OVM to 0 <br /> Boring <br /> terminated <br /> at 20-1/2' <br /> _. Boring was <br /> backfilled wit <br /> 25 OVM - Organic Vapor Meter (PID) cement grout <br /> THE LOGS SHOW SUBSURFACE CONDITIONS I I 1 SAMPLER INSIDE OIAM. <br /> AT THE DATES AND LOCATIONS INDICATED. AND IT ( i 1 ISO*. HAMMER-30 INCH DROP. <br /> IS NOT WARRANTED THAT THEY ARE REPRESENTATIVE <br /> OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS I P I HYoRAUiICALLY PUSHED <br /> BW— <br /> AND TIMES. <br /> &Associates <br />