2201 124TH ST SE 2022-05-11 - Laserfiche WebLink

, 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% t RETAINED ON MORE THAN 50% N0.200 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 LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FAT CLAY NO.200 SIEVE 50%OR MORE ORGANIC OH ORGANIC CLAY,ORGANIC SILT I HIGHLY ORGANIC SOILS PT PEAT g NOTES: i 1) Field classification is based on visual SOIL MOISTURE MODIFIERS: cl examination of soil in general accordance with ASTM D 2488-93. Dry-Absence of moisture,dusty,dry to the touch 2) Soil classification using laboratory tests o Moist is based on ASTM D 2488-93. -Damp,but no visible water. 0 Wet-Visible free water or saturated, ¢ 3) Descriptions of soil density or / consistency are based on usually soil is obtained from co below water table interpretation of blowcount data, 1 visual appearance of soils,and/or test data. e 0 Project Number NELSON GEOTECHNICAL No. Date Revision By CK i Aikins Residence ASSOCIATES, INC. 1035918 N G A1 5/4/18 Original DPN LSB Development Infiltration GEOTECHNICAL ENGINEERS &GEOLOGISTS z0 Figure 3 Soil Classification Chart W°°6ille, A980 East Wenatchee Office c° 17 311-1 3 5th Ave.NE,A-500 5526 Industry Lane,e2 Woodinville,WA 98072 East Wenatchee,WA 98802 5 (425)488-1669/Foe:481-2510 www.nelsongeotech con, (509)665.76961 Foe:665-7692 Z