9900 19TH AVE SE Geotech Report 2018-01-02 MF Import

LOG OF EXPLORATION DEPTH USCS SOIL DESCRIPTION TEST PIT SEVEN 0.0 -1.0 SM DARK BROWN SILTY SAND WITH ROOTS, ORGANICS, TRACE GRAVEL (LOOSE, MOIST) ROP801L1 1.0 - 3.0 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS, SCATTERED COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (WEATHERED Qvt) 3.0-8.5 SMIML GRAY -BROWN TO GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL, SCATTERED COBBLES, AND SEAMS OF GRAY SILT WITH FINE SAND AND GRAVEL (DENSE, MOIST) (Qvt) SAMPLES WERE NOT COLLECTED GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.5 FEET ON 07-02-97 TEST PR EIGHT 0.0-0.8 SM DARK BROWN SILTY SAND WITH ROOTS, ORGANICS, TRACE GRA'JEL (LOOSE, MOIST) O(T PSOILI 0.8-2.5 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS, SCATTERED COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (WEATHERED Qvt) 2.5 - 10.3 SMIML GRAY SILTY FINE SAND WITH GRAVEL, SCATTERED COBBLES, AND SEAMS OF GRAY FINE SANDY SILT WITH GRAVEL (DENSE TO VERY DENSE, MOIST) (Qvt) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.3 FEET ON 07-02-97 TEST PIT NINE 0.0-0.7 SM DARK BROWN SILTY SAND WITH ROOTS, ORGANICS (LOOSE, MOIST) (TOPSOILI 0.7 - 2.8 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS (MEDIUM DENSE, MOIST) (WEATHERED Qvt) 2.8-8.2 SM GRAY -BROWN TO GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL, SCATTERED COBBLES, IRON STAINING FROM 2.8 TO 3.8 FEET, AND LENSES OF SILTY FINE SAND WITH GRAVEL (DENSE TO VERY DENSE, MOIST) (Qvt) SAMPLES WERE COLLECTED AT 3.5 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.2 FEET ON 07-03.97 NELSON-COUVRE TE & ASSOCIATES, INC. FILE NO. 213497 FIGURES