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PLATE 2 1/49 1-1 PROJECT (\, BORING 1 DRILLED: 11/17/16 . SM BROWN SILTY VERY FINE SAND-LOOSE, MOIST SLIGHTLY CEMENTED ' ML GRAY-BROWN VERY FINE SANDY SILT-VERY DENSE, MOIST WITH RUST SPOTS LIGHT BROWN GRADING FINE SANDY P Y.GROUNDWATER LIGHT BROWN AND GRAY FINE TO MEDIUM SAND-DENSE, MOIST LEVEL AFTER DRILLING 11/17/16 ML LIGHT GRAY-BROWN CLAYEY FINE SANDY SILT-VERY STIFF, SATURATED ROUNDWATER FOUND DURING DRILLING 11/17/16 GRAY-BROWN FINE TO COARSE SAND-DENSE, SATURATED GRADING WITH LESS FINE SAND / CL DARK GRAY SILTY CLAY-STIFF, SATURATED LIGHT BLUE-GRAY SP ',BROWN FINE SAND-MEDIUM DENSE, SATURATED CL "PARK GRAY SILTY CLAY-VERY STIFF, SATURATED ML BROWN FINE SANDY CLAYEY SILT-VERY STIFF, SATURATED CL BLUE-GRAY SLIGHTLY FINE SANDY VERY SILTY CLAY WITH ORANGE-BROWN STREAKS-VERY STIFF, SATURATED GRADING LESS FINE SANDY SM DARK GRAY SILTY M. TO C. SAND- MED. DENSE GRADING MORE SILTY AND WITH FINE SAND CL SP ,DARK GRAY SLIGHTLY SILTY CLAY-VERY STIFF, \ SATURATED DARK GRAY FINE TO MEDIUM SAND-DENSE, SATURATED GRADING WITH SOME COARSE SAND VERY DENSE NOTES: THE BORING LOG DEPICTS SUBSURFACE CONDITIONS ONLY AT THE BORING LOCATION AND TIME DESIGNATED. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON PLATE 17. —3. UNDISTURBED SAMPLE OBTAINED WITH 2" I.D. MODIFIED CALIFORNIA SAMPLER. 4. SAMPLER PENETRATION RESISTANCE IN BLOWS PER FOOT OR FRACTION THEREOF; 140—POUND HAMMER, 30" DROP. Geotechnical Inc LOG OF BORING UNCONFINED STRENGTH - TSF DRY DENSITY - PCF MOISTURE CONTENT - % 0 107 13.5 3.0 102 22.4 5.2 10 103 23.3 20 75 43.1 1.1 30 90 31.1 2.9 40 109 17.2 DEPTH IN FEET 50 63/10" 90/10" 43 24 69 13 26 28 16 43