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r . File No. A7-1909-J1 November 3, 1987 <br /> f . <br /> IN-PL ACE <br />:! <br /> DEPT 04 SAMPLE LOG 6 lrehes <br /> DESCRIPTION <br /> L=ATION ION <br /> IN MQ, RuureK+1 OR MOISTURE <br /> CIF <br /> FEETDENSITY CONTENT <br /> SAMPLE llewa/tt <br /> PeT. °fie Ary rt. <br /> R, <br /> a. <br /> Existing Ground Surface <br /> Six inches of grey C ayey SILT (CL, agri- <br /> cultural organic zon(?) , with minor fine <br /> } 2. 2-1 9 sand, dry, loose. Ten dark grey Silty 97 18.7 <br /> CLAY (CH) with very minor fine sand, <br /> slightly moist, very stiff. <br /> ira 4. <br /> Light brown Silty CLAY (CL) with very <br /> minor fine sand, moist, very stiff. <br /> iJ 6. 2-2 15 103 24.2 <br /> 8• <br /> 10. <br /> .' 2-3 10 Remaining as above; noist, very stiff. 100 25.3 <br /> . 12. , <br /> . 14. <br /> 16. <br /> oorf <br />?.- Brown Silty CLAY (CL) , slightly moist, <br /> • 18• hard. <br /> . 20. <br /> r:- <br /> 22. <br /> Ll 24. <br /> L • 26• Becoming minor fine to coarse sand at <br /> 27 feet, remaining slightly moist and <br /> hard. <br /> 4 ' ' 28' BORING LOG CONTINUED ON FIGURE 4 <br /> i <br /> Figure 3 - Test Boring Log No. 2 <br /> L <br /> LA4 <br />