4330 HOYT AVE Geotech Report 2022-10-25

UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL 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 SP POORLY GRADED SAND MORE THAN 50% 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 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 CH CLAY OF HIGH PLASTICITY,FAT CLAY cn 0 NO.200 SIEVE LIQUID LIMIT 50%OR MORE ORGANIC OH ORGANIC CLAY,ORGANIC SILT o W HIGHLY ORGANIC SOILS PT PEAT E NOTES: 8 1) Field classification is based on visual SOIL MOISTURE MODIFIERS: cc examination of soil in general accordance with ASTM D 2488-93. Dry-Absence of moisture,dusty,dry to 0 the touch 2) Soil classification using laboratory tests is based on ASTM D 2488-93. Moist-Damp,but no visible water. 0. 3) Descriptions of soil density or Wet-Visible free water or saturated, consistency are based on usually soil is obtained from T interpretation of blowcount data, below water table visual appearance of soils,and/or test data. a 0 z Project Number NELSON GEOTECHNICAL No. Date Revision By CK Staniford Residence ASSOCIATES, INC. T 1148519 Remodel N G GEOTECHNICAL ENGINEERS & GEOLOGISTS £ Figure 3 Soil Classification Chart Ave.Woodinville Office East Wenatchee Office 17311-135th Av NE,AS00 5526Industry Lane,#2 J Woodinville,WA 98072 East Wenatchee,WA 99802 J (425)486.1669/Fax:481-2510 vruw.nelsangectech.com (509)665-7696/Fax:665-7692 =