3702 W MUKILTEO BLVD Geotech Report 2025-08-13

* • 07/14/2003 08:12 14254812510 !NELSON GEOTECHNI,C41_ 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 SMN TO DARK BROWN BEDDED SILTY FINE SAND(MEDIUM DENSE TO DENSE, 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 COLLECTED AT 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 PIT WAS COMPLETED AT 14.0 FEET ON 3/19/03 TEST PIT FIVE 0.0-1.5 TOPSOIL 1.5-8.4 ML RUST-BROWN MOTTLED GRAY SILT WITH FINE TO MEDIUM SAND(MEDIUM STIFF, • MOIST) 6.4-8.8 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 5.4,8.0,9.5.12.0,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 3/19/03 TEST PIT SIX 0.0-1.8 TOPSOIL 1.8.-3.5 SM GRAY-BROWN SILTY FINE SAND(MEDIUM DENSE,MOIST) 3.5--4.2 ML GRAY FRACTURED SILT(STIFF,MOIST) SAMPLES WERE COLLECTED AT Z.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-DROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL(MEDIUM DENSE ' TO DENSE MOIST) SAMPLES WERE COLLECTEDAT 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 FEET ON 3/19/03 TRC NELSON GFOTECHNICAL ASSOCIATES,INCH FILE NO 366503 FIGURE 5 EXHIBIT # /4 PAGE- = 0F .