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File No. A7-1909-J1 November 3, 1987 <br /> 1 <br /> IN-PLACE <br /> I DEPTH SAMPLE LOG 6Pamt,01.04 DESCAIRTION <br /> 1 <br /> IN NO. LOCATION Apnfaat DRY MOISTURE <br /> FEET OF DENSITY CONTENT <br /> SAMPLE elaw/n <br /> apt. %a.y rt. <br /> 0• Existing Ground Surface <br /> ol <br /> FillBrown Clayey SILT (CL) , dry and loose i <br /> 2• 3-1 8 to six inches, then very damp and 101 13.0 <br /> medium dense. <br /> 10 <br /> 1 <br /> 4° 4. , <br /> Brown Silty CLAY (CH) , moist, very stiff. ! <br /> 6• 3-2 17 102 22.0 <br /> i <br /> 8• Interbedded layers of light brown <br /> F Clayey SILT (CL) and Silty CLAY (CL-CH?T, <br /> very moist, very stiff or medium dense. <br /> . 10. <br /> j 3-3 7 96 28.5 <br /> C12. s' <br /> r <br /> . 14. j <br /> 4 <br /> 1. '1 <br /> . 16 . <br /> j <br /> i <br /> I <br /> I 9 <br /> . 20 • t <br />�.,. Boring terminated at ipproximately 20 1 <br /> feet below the existi g ground surface. <br /> Groundwater was initially encountered at <br /> 10 feet below the existing ground surface <br /> and was subsequently measured at 8 feet <br /> following the drilling of the test <br /> rr borings. <br /> L <br /> 1 <br /> - i <br /> y <br /> C <br /> Figure 5 - Test Boring Log No. 3 <br /> L <br /> 4 <br /> i� <br /> A6 <br />