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143278 pp • 0 Asphaltic concrete Asphaltic concrete re ate base Aggregate�y,gsaturated, soft, clayey silt NAggre ate ba a ver moist, mixed with pea gravel backfill-ML Y strong odor soft, clayey ;,It - ML 5 1 Medium brown moist, stiff, 1 ver sl. moist, ver stiff, 5 16 g clayey silt - ML 27 �� Y Y very slight hydrocarbon odor, tan mottling organic material white mottling 10 .r 10 45 emmmE 2 no apparent hydrocarbon odor 62 lemma-= 2 hard, micac mat, increased white .� slightly moist, hard g w I 1 w w a a 15 37 seas 3 increasing very sandstiff h depth, 36 sag 3 very stiff, dark mottling 15 X w p20 sl. moist very stiff 20 � wat! 4 aark and rust colored mottling, 4 increasing fine grained sands w M ' micaceous, organic material, 27 e6 with depth, dark and m slightly moist, very stiff white mottling a. a w w d d 25 5 gray, rust, very dark and white 5 moist, stiff color 25 23 fa- mottling, slightly moist, medium 10 ` change to dark brown, dense slight tan and rust mottling, micaceous 30 6 Medium ray, s[ moist, loose, 6 color change to gray, 30 16 16 a increasing Tine to coarse silty, fine grained sand - 5M grained sand with deppth, j micaceous moist, stiff, tan motfiing, B 0.H 31 5 feet micaceous B 0 H 31 5 feet 35 1 35 NOTES 1) These logs depict conditions only at the boring 3) Explanations of the Unified Soil Classification locations, see Plate No 3, and only on the date System and the symbols used on the logs are of field exploration, March 11, T991 contained on Plate No 7 Z) Free water was not encountered in the bortngs WALLACE KUHL & ASSOCIATES DRAWN BYE WGK BORING LOGS PROJECT N0. 1735 01 ,kN#*i INCORPORATED JVM ASSOCIATES DATE- 3192 Geotechnical consultants/Construction Testing Stockton, California PLATE NO 5 CHECKED BY