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3710 W MUKILTEO BLVD Geotech Report 2025-08-14
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3710 W MUKILTEO BLVD Geotech Report 2025-08-14
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8/14/2025 10:02:13 AM
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8/14/2025 10:02:00 AM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3710
Address Document Type
Geotech Report
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• <br /> 07/14/2003 08:12 14254812810 FE1.SON GEOTECHNI.C..AL PA( 02/03 <br /> LOG OF EXPLORATION <br /> DEPTH(Ftt I) USG SOIL DESCRIPTION <br /> TEST PIT FOUR <br /> 0.0-1.1 TOPSOIL <br /> 1.1-2.7 SM GRAY-BROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL(MEDIUM DENSE <br /> TO DENSE,MOIST) <br /> 2.7--6.3 • SM BROWN TO DARK BROWN BEDDED SILTY FINE SAND(MEDIUM DENSE TO DENSE, <br /> MOIST) <br /> 5,3-7.1 SM GRAY SILTY FINE TO MEDIUM SAND(MEDIUM DENSE,MOIST) <br /> 7.1-10.5 ML GRAY SILT(STIFF,MOIST) <br /> 10.5-14.0 ML GRAY FRACTURED SILT WITH FINE SAND(STIFF,MOIST) <br /> SAMPLES WERE COLLECTED AT 2.3,3.0,4.8,6.8,7.5,11.2,AND 14.0 FEET <br /> SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 7.1 FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TESTPITWAS COMPLETED AT 14.0 FEET ON 3/19/03 <br /> TEST PIT FIVE <br /> 0.0-1.5 TOPSOIL <br /> 1.5-6.4 ML RUST-BROWN MOTTLED GRAY SILT WITH FINE TO MEDIUM SAND(MEDIUM STIFF, <br /> MOIST) <br /> 6.4-8.8 ML GRAY SILT(STIFF,MOIST) <br /> 8.8-11.0 SM GRAY SILTY FINE SAND(MEDIUM DENSE,MOIST TO WET) <br /> 11.0 14.2 ML• GRAY FRACTURED SILT(MEDIUM STIFF TO STIFF,MOIST) <br /> SAMPLES WERE COLLECTED AT 5.4.B.0,9.5,12.0,AND 14.2 FEET <br /> SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 2.7 FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 14.2 FEET ON 3/19103 <br /> TEST PIT SIX <br /> 0.0-1.8 TOPSOIL <br /> 1.8 3.5 SM GRAY-BROWN SILTY FINE SAND(PODIUM DENSE,MOIST) <br /> 3.5--4.2 ML GRAY FRACTURED SILT(STIFF,MOIST) <br /> SAMPLES WERE COLLECTED AT 2.2 AND 4.0 FEET <br /> GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 4.2 FEET ON 3/19/03 <br /> TEST PIT SEVEN <br /> 0.0-1.8. TOPSOIL <br /> 1.8-10.0 SM GRAY-DROWN SILTY FINE TO MEDIUM SAND WITH FINE GRAVEL(MEDIUM DENSE <br /> • TO DENSE MOIST) <br /> SAMPLES WERE COLLECTEDAT 3.5.7.7,AND 10.0 FEET <br /> GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 10.0 FEET ON 3119/03 <br /> TRC NELSON GEOTECHNICAL ASSOCIATES,INC. <br /> FILE NO 366503 <br /> FIGURE 5 <br /> EXHIBIT # / <br /> PAGE F4 ', <br />
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