3618 W MUKILTEO BLVD SITE WORK FOR HARBORS EDGE TOWNHOMES 2025-10-27

07/14/2003 08:12 14254812510 NELSON GEOTECHNICAL PAGE 02/03 LOG OF EXPLORATION DEPTH (FEET) USG SOIL DESCRIPTION TEST PIT FOUR 0.0 -1.1 TOPSOIL 1.1 - 2.7 SM GRAY -BROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL (MEDIUM DENSE TO DENSE, MOIST) 2.7 5.3 SM BROWN TO DARK BROWN BEDDED SILTY FINE SAND (MEDIUM DENSE TO DENSE, MOIST) 5.3 - 7.1 SM GRAY SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, MOIST) 7.1 - 10.5 ML GRAY SILT (STIFF, MOIST) 10.5 -14.0 ML GRAY FRACTURED SILT WITH FINE SAND (STIFF, MOIST) SAMPLES WERE COLLECTEDAT 2.3, 3.0, 4.8, 6.8. 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 PR WAS COMPLETED AT 14.0 FEET ON 3/1 W3 TEST PIT FIVE 0.0 -1.5 TOPSOIL 1.5-6.4 ML RUST -BROWN MOTTLED GRAY SILT WITH FINE TO MEDIUM SAND (MEDIUM STIFF, MOIST) 0.4 - 8.6 ML GRAY SILT (STIFF, MOIST) 8.8 -11.0 SM GRAY SILTY FINE SAND (MEDIUM DENSE, MOIST TO WET) 11.0 14.2 ML- GRAY FRACTURED SILT (MEDIUM STIFF TO STIFF, MOIST) SAMPLES WERE COLLECTED AT 5.4. 5.0, 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 3119/03 TEST PIT SIX 0.0 -1.8 TOPSOIL 1"8-3.5 SM OKAY -BROWN SILTY FINE SAND (MEDIUM DENSE, MOIST) 3.5 -- 42 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 TEST PIT SEVEN 0.0 -1.8 TOPSOIL 1.8-10.0 SM GRAY-BR01NN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL (MEDIUM DENSE TO DENSE, MOIST) SAMPLES WERE COLLECTED AT3.5.7.7, AND 10.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED rr:ST PIT WAS COMPLETED AT 10.0 FEET ON 3119/03 TRC NaSON GEOTECHNICAL ASSOC/AT,ES, !N(� FILE NO 366503 FIGURE 5 EXHIBIT #..,,L.� PAG Ez r) F ,