9930 19TH AVE SE 2018-01-02 MF Import

UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DMSIONS GROUP PP GROUP NAME GRAVEL CLEAN GRAVEL GW WELWRADED GRAVEL, FINE M COARSE GRAVEL COARSE - GRAINED MORE DIAN 50% OF GP POORLY -GRADED GRAVEL SOILS COARSE RETAINED FoN NO RACTIO4 SIEVE GRAVEL GM SILTY GRAVEL WITH FINES GC CIAYEYGRAVEL R ErnWED ON SAND CLEAN SAND WELL-GRADED SAND, FINE TO COARSE SAND NO 200 SIEVE NO SP POORLY -GRADED SAND MORE 1HM15096 OF SANG COARSE FRACTION PASSES NO.4 SIEVE WITH FINES SM SILTY SAND SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE - GRAINED LIQUID LIMIT CL CLAY LESS THAN 50% SOILS ORGANIC OL oRcrwLc SILT, oRGANTc CLAY MORE TMN 50% EVE PASSES NO.200 SI SILT AND CLAY ._ INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY LQRD LUIT 50% OR MORE ORGANIC OH ORGFMC CLAY, GAGA NIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS I ) Field classification Is based on visual examinatlon of soil in general Dry- Absence of moisture, dusty, dry accordance with ASTM D 2488.83. to the touch Moist- Damp, but no visible water 2) Soil classification using laboratory tests IS based on ASTM D 2487.8b. Wet- Visible free water or saturated, usually soil is obtained from 3) Descriptions of sou density or below wafer table consistency are based on Interpretation of blowcount data, visual appearance of soils, and/or test data. NELSON-COWRETTE & ASSOCIATES, INC. UNIFIED SOIL CLASSIFICATION SYSTEM CONSULTMG GEOTEC.WCAL ENGINEERS, GEOLOGISTS AND ENVPMWENTAL SCIENTISTS FIGURE 3