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J. H. Kleinfelder & Associates <br />Job No. S-1147-19 <br />zr <br />Plate No. <br />Dry MoistureBORING . l <br />Density Content Blor <br />lbs. Cu. Ft. °, Dry weiBbt. Count Description <br />CB <br />0 <br />5 <br />CL <br />10 <br />Medium Stiff. <br />G <br />Grades Tan,. Stiff d. Ce n o, p, <br />40 <br />Red-Brown.Clayey Sand. <br />l5 <br />U. <br />Red -Brown Silty Clay witlx <br />Fine Sand. <br />X <br />Medi Stiff. <br />CLRed-Brown <br />Silty Clays . <br />ca. <br />Medium Stiff. <br />20 <br />ML <br />Tan Fine..Sandy Silt, Slightly <br />25 <br />6 <br />30 <br />J. H. Kleinfelder & Associates <br />Job No. S-1147-19 <br />zr <br />Plate No. <br />Dry MoistureBORING . l <br />Density Content Blor <br />lbs. Cu. Ft. °, Dry weiBbt. Count Description <br />CB <br />Black Clay, Slightly ®rg ce, f, <br />Medium Stiff. <br />CL <br />Dark -Brown Silty Clay. <br />Medium Stiff. <br />Grades Tan,. Stiff d. Ce n o, p, <br />-SC <br />Red-Brown.Clayey Sand. <br />Medium Dense. <br />CL <br />Red -Brown Silty Clay witlx <br />Fine Sand. <br />Medi Stiff. <br />CLRed-Brown <br />Silty Clays . <br />Medium Stiff. <br />Grades Stiff. <br />ML <br />Tan Fine..Sandy Silt, Slightly <br />Clayey. Medium Stiff. <br />6 <br />BORING TERMINATED AT 30 FEET <br />NOTES <br />1. Boring Drilled on 7-10-72' <br />2. No Groundwater Encountered. <br />35 3. No Caging Noted. <br />_ <br />LOG OF BORING <br />