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1L327tl 82 � 0 Aggregate base Asphaltic concrete 0 Gray-green, moist, very stiff, Aggregate base clayey silt - ML Medium brown,, sl. moist, very very strong odor stiff clayey silt - ML 5 color change to gray 1 Hill; 5 23 color change to medium brown 24 ■s 1 micaceous, white mottling odor strong in cuttings Is - - - 10 10 Medium brown, moderately dense, 2 dark mottling, white mottling 38 t=�i� 2 silty medium graMiined, poorly 34 i i=_iw 0 grad Avcacenous. strong odore iN�d um Frown, moderateely dense, w silty, medium grained sand - SM w I Med ltJm brown, sI moist, very stilt fine rained sand 15 15 Medium to light brown, very sl silt ML - 0 40 jj7-r-j=-m 3 moist, moderately dense, Clayey 25 EE 3 tan, dark and rust mottling � silwhite mottling, strong odor very slight hydrocarbon odor x Lux sand increasing with depth w 3: E 3 20 4 rust and white mottling �� 4 sl darker color, no sand, 20 m m 30 �a� odor present 29 tan, gray and rust mottling sand increases with depth w n � 25 sand decreasing with depth 25 18 E 5 color change to gray 23 f� 5 sand increasing with depth 30 30 Gray, moist, loose, silt fine T7 6 Gray-green, moist, loose, silt 6 to coarse grained sandy- SM fine o medium grained sand silt Gray, no odor detected El 0 H 31 5 feet B 0 H 31 5 feet 35 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, 1991 contained on Plate No 7. 2) Free water was not encountered in the borings BORING LOGS PROJECT NO, 1735 01 WALLACE KUHL & ASSOCIATES DRAWN 5Y, WGK INCORPORATED JVM ASSOCIATES DATE- 3/92 CHECKED BY Geofethnital CUr1SuR0ni5!ConsirucLon Testing Stockton California PLATE NO- 4