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q H <br />aytn <br />HEX <br />HW <br />� N H <br />xH rg <br />t7 o 1-3U <br />Hou <br />M O <br />Q Y (] <br />>H <br />r z <br />HH <br />rn <br />0 H <br />C] t7 O <br />Pi <br />rz3 0 N <br />_� <br />L j <br />TEST PIT NO. TP-15 <br />Logged By FDI <br />Date 4-17-89 <br />epth <br />(h.) USCS Soil Description <br />0 S"I Red -tan, silty SAND wiht gravel, damp, dense. <br />3t Gray, gravelly, silty SAND with sane cobbles, slightly <br />cemented, damp, dense becares very dense (Till)• <br />10� I I Test pit ten. hated at 8.0 feet depth. <br />No groundwater seepage encountered. <br />Logged By *1 <br />Date 4-17�9 <br />m. <br />1 <br />i <br />a <br />1 <br />TEST PIT NO. TP-16 <br />Elev. + 557t <br />W <br />(n/0) <br />10.6 <br />Elev. + 564.+ <br />0 <br />- 2 inch Topsoil and Duff underlain by Red -brown, silty <br />St SAND with sore vel and re: i roots loose. <br />S{d Tan becares gray, gravelly, silty SAND with Iron -Oxide <br />stains mist medium dense to dense ldeathered Till). <br />Sd Gray, gravelly, silty SAND, cmented, moist, dense to 16.9 <br />5 very dense (Till). <br />Test pit terminated at 5.6 feet depth. <br />No groundwater seepage encountered. <br />0 <br />5 <br />TERRA <br />• ASSOCIATES <br />Geotechnical Consultants <br />TEST PIT LOGS <br />Woodbrook Apartments <br />Everett Washington <br />Proj, No. 1005 Date 4/89 Figure 11 <br />TERRA <br />• ASSOCIATES <br />Geotechnical Consultants <br />TEST PIT LOGS <br />Woodbrook Apartments <br />Everett Washington <br />Proj, No. 1005 Date 4/89 Figure 11 <br />