3606 W MUKILTEO BLVD 2016-01-01 MF Import

i � DEPTH(FEEn TEST PIT EIGHT 0.0 - 2. t 2.1 -6.2 6.2 - 10.2 10.2 - 13.4 TEST PIT NINE 0.0 - 1.6 1.6-4,3 4.3 - 92 9.2 - 12.5 TEST PIT TEN 0.0 - 0.9 0.9 - 7.2 7.2 - 8.2 8.2 - 11.6 TEST PIT ELEVEN 0.0 - 1.1 1.1 -2.8 2.8 - 3.0 ?.0 - 5.0 5.0 - 6.5 6.5 - B.5 8.5 - 9.0 TRC USC LOG OF EXPLORATION SOIL DESCRIPTION TOPSOIL SM GRAY-BROWN SILTY FINE TO COARSE SAND WITH FINE GR4VEL (MED�UM DENSE, MOISn SM BROWN SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, MOISTTO WET) SM GR4Y SILTY FINE SAND (MEDIUM DENSE, MOISn SAMPLES WERE COLLECTED AT 3.9, 7.8, 8.7, 10,4, AND 13.4 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 13.4 FEET ON 3I79103 TOPSOIL SM BROWN SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, MOISn ML RUST-BROWN MOTTLED GRAY SILT (STIFF, MOISI� ML GRAY SILT (STIFF, MOIS'n SAMPLES WERE COLLECTED AT 3.4, 7.5, AND 10.5 FEET SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 3.8 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 12.5 FEET ON 3179/03 TOPSOIL SM/ML BROWN SILTY FINE SANDI SANDY SILT (LOOSE TO MEDIUM DENSE, MOIS� SP! ML INTERBEDDED BROWN FINE SAND, GRAY SILT, BROWN MEDIUM TO COF,RSE SAND, AND BROWN FINE TO MEDIUM SAND (MEDIUM DENSE/ STIFF, MOISn SM BROWN SILTY FINE SAND (MEDIUM DENSE, MOISn SAMPLES WERE COLLECTED AT 5.9, 7.8, 9.5, AND 71.6 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 11.6 FEET ON 3119/03 TOPSOIL SM BROWN SILTY FINE TO MEDIUM SAND (LOOSE, WET) (FILL) BURIED TOPSOIL SM BROWN SILTY FINE TO MEDIUM SAND (LOOSE TO MEDIUM DENSE. WEl) SM GRAY SILTY FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE, WE'n SP GRAY-BROWN MEDIUM TO COARSE SAND WITH GRAVEL AND COBBLES (MEDIUM DENSE, MOISn SP GRAY FINE SAND (MEDIUM DENSE, WEn SAMPLES WERE COLLECTED AT 6.0 AND 8.5 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED NELSON GEOTECHNICAL ASSOCIATES, 1NC. FILE NO 366503 FIGURE 6