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�` �,�� TEST PIT 1 <br /> �� 1�°6° <br /> 0� �`� USCS Descriplion E/svolion++_390' <br /> � Brown to gray, gravelly, silty, fine-grained SAND, very <br /> • SM moist, loose (Road Fill) <br /> Tan, mottled with orange, low plasticity SILT with <br /> organics, very moist, loose (Slopewash) <br /> � ML <br /> 31.5 33:0 PI = 8.0 <br /> Tan, clayey, medium plastic SILT, very moist, very stiff, <br /> slightly fractured <br /> 10 ?3.0 M H Blue-gray, clayey, medium plastic SILT,• very moist, hard <br /> LL = 32.6 PI = 16.6 <br /> Test pit terminated at 11 feet below existing grade. <br /> No groundwater seepage encountered during excavation. <br /> IS <br /> `r`,� �, � TEST PIT 2 <br /> � <br /> oeQ ��(t� £/evolion*365' <br /> (/SCS Descriplion <br /> � Tan, r�ottled with orange, low plasticity SIGT aith organics, <br /> very moist, loose (Slopewash) <br /> y ML <br /> •21.5 LL =. 25.8- PI = 3.9 <br /> lo MH Brow�ish-grav clayey medium �lastic SIL'�, ver� moict. hard, <br /> slig tly 2racfured wi�h rust s aining on ractu e planes <br /> Test pit terminated at 11 feet beloa existing grade. <br /> No groundwater seepage encountered during excavation. <br /> is <br /> - � TEST PIT LOGS <br /> � GEOTECH LOT 39 DOVER STREET/EDGEMOOR LANE <br /> CONSULTANTS <br /> � EVERETT, WASHINGTON <br /> � ��16 �~f15�90 �'°�t.f� srer.� 3 <br /> _-•_�-- <br />