3620 BROADWAY VERIZON 2019-01-11

( A) I UNIFIED SOIL CLASSIFICATION SYSTEM 1 GROUP 1 MAJOR DIVISIONS SYMBOLGROUP NAME CLEAN GW WELL-GRADED,FINE TO COARSE GRAVEL COARSE- GRAVEL GRAVEL GP POORLY-GRADED GRAVEL GRAINED MORE THAN 50% GRAVEL OF COARSE FRACTION GM SILTY GRAVEL RETAINED ON SOILS NO.4 SIEVE WITH FINES GC CLAYEY GRAVEL SAND CLEAN SW WELL-GRADED SAND,FINE TO COARSE SAND SAND I MORE THAN 50 SP POORLY GRADED SAND RETAINED ON MORE THAN 50% NO.200 SIEVE OF COARSE FRACTION SAND SM SILTY SAND PASSES NO.4 SIEVE WITH FINES SC CLAYEY SAND FINE- SILT AND CLAY ML I SILT ._ INORGANIC GRAINED LIQUID LIMIT CL CLAY LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT,ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY,ELASTIC SILT MORE THAN 50% INORGANIC PASSES LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FLAT CLAY N0.200 SIEVE 50%OR MORE ORGANIC OH ORGANIC CLAY,ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT ti NOTES: C 1) Field classification is based on visual SOIL MOISTURE MODIFIERS: n examination of soil in general , accordance with ASTM D 2488-93. Dry-Absence of moisture,dusty,dry to the touch e 2) Soil classification using laboratory tests Moist-Damp,but no visible water. w is based on ASTM D 2488-93. a 3) Descriptions of soil density or Wet-Visible free water or saturated, consistency are based art usually soil is obtained from ! interpretation of blowcount data, below water table ci visual appearance of soils,and/or test data. 1 0 Project Number NELSON GEOTECHNICAL No. Date Revision By CK 983917 Stadium Flowers Addition N ASSOCIATES, INC. 1 3/1117 Original DPN KMS ci Soil Classification Chart GEOTECHNICAL ENGINEERS &GEOLOGISTS z Figure 3 17311035th Ave,NE,72 Sroham eh County(50$)397-1889 W4$6.,6ue,WA 95072 wanatcheelChelan(509)656.7696 eSN (4e5)498n669f Faz 997-2510 www.nelsonsteoierh,mm s + .�