3606 W MUKILTEO BLVD 2016-01-01 MF Import

� � DEPTH (FEEn TEST PIT FOUR 0.0 - 1.7 1.1 - 2.7 2.7 - 5.3 5.3 - 7.1 7.1 - 70.5 10.5 - 74.0 TEST PIT PIVE 0.0 - 1.5 1.5 - 6.4 6.4 - 8.8 8.8 - 11.0 11.0 - 14.2 TESi PIT SIX 0.0 - 1.B 1.8 - 3.5 3.5 - 4.2 TEST PIT SEVEN 0.0 -1.8 1 8-10.0 TRC USC LOG OF EXPLORATION SOIL DESCRIPTION TOPSOIL SM GRAY-BROWN SILTY FINE TO MEDIUM SAND WRH FINE GRAVEL (MEDIUM DENSE TO DENSE, MOIS� SM BROWN TO DARK BROWN BEDDED SILTY FINE SAND (MEDIUM DENSE TO DENSE, MOISn SM GRAY SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, MOISn ML GRAY SILT (STIFF, MOIST) ML GRAY FRACTURED SILT WITH FINE SAND (STIFF, MOISn SAMPLES WERE COLLECTED AT 2.3, 3.0, 4.8, 5.8, 7.5, 11.2, AND 14.0 FEET SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 7.1 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 74,0 FEET ON 3/19103 TOPSOIL ML RUST-BROWN MOTTLED GRAY SILT WITH FINE TO MEDIUM SAND (MEDIUM STIFF, MOIS n ML GRAY SIIT (STIFF, MOISn SM GRAY SILTY FINE SAND (MEDIUM DENSE, MOIST TO WEn ML GRAY FRACTUREO SILT (MEDIUM STIFF TO STIFF, MOISn SAMPLES WERE COLLECTED AT 5.4, 8,0, 9.5, 12.0, AND 14.2 FEET SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 2.7 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 14.2 FEET ON 3f19l03 TOPSOIL SM GRAY•BROWN SILTY FINE SAND (MEDIUM DF`�SE, MOIST) ML GRAY FRACTURED SILT (STIFF, MOIST) SAMPLES WERE COLLECTED AT 2.2 AND 4.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.2 FEET ON 3/19/03 TOPSOIL SM GRAY-BROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL (MEDIUM DENSE TO OENSE, MOISn SAMPLES WERE COLLECTED AT 3.5, 7.7, AND 10.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.0 �=EET ON 3I79/03 NELSON GEOTECHNICAL ASSOCIATES, INC. FILE NO 366503 FIGURE 5