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�3rH <br />> <br />ay <br />,oxx <br />a yyx to <br />y zH <br />y�Z <br />oxo <br />'d H'TJ <br />HyCgg <br />O Lei <br />y t7 <br />HMO <br />0. G� <br />zH3 <br />y ttttll <br />HH <br />OyH <br />C] UM <br />Z i-3 ro <br />F-3 O rn <br />TEST PIT NO. TP-7 <br />Logged By hM <br />Date 4-17-89 <br />Elev. + 554± <br />Depth <br />W <br />(ft.) USCS <br />Soil Description (%) <br />0 - <br />0 to 14 inches, dark brawn Topsoil, damp, loose. <br />at <br />Brown to red -tan, silty fine SAND with sane gravel and <br />many roots, damp, loose to mdiunn dense. <br />S`l <br />Tan, gravelly, silty SAND with sore cobbles, Iron -Oxide <br />stauns, damp to mist, mdiumn dense to dense. <br />5 S11 <br />Gray, gravelly, silty SAND with few scattered cobbles, 8.0 <br />damp with a net zone, cenented, very dense (Till). <br />10 <br />Test pit terminated at 8.5 feet depth. <br />Very light groundwater seepage encountered between 6 to 7 <br />feet. <br />15 <br />TEST PIT NO. TP-8 <br />Logged By rrt <br />Date 4-17-89 Elev. + 555± <br />0 <br />al <br />Tan and gray, gravelly, silty SAND with wood chunks and <br />sae roots, damp, loose (Fill). <br />5 <br />Dark brmm, silty SAND wlht scattered cobbles, mist to <br />�1 <br />tat, loose. <br />al <br />Gray, mottled, gravelly, silty SAND with saw cobbles, <br />wet becams mist at lower depths, medun dense to dense. <br />10 <br />Test pit terdnated at 10 feet depth. <br />}leavy groundwater seepage and caving encountered below <br />6 feet depth. <br />15 <br />TEST PIT LOGS <br />TERRA <br />Woodbrook Apartments <br />- <br />ASSOCIATES <br />Everett Washington <br />Proj. No. 1005 <br />Date 4/89 <br />Figure 7 <br />Geotechnical Consultants <br />