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�P� <br />Ift.l <br />o- <br />0 <br />10 <br />16 <br />TEST PIT NO. .�� <br />� BY SB <br />p.i, io�iu�as <br />USCS Soil Description <br />sm Light brown silt� SAND very fin� wlth gravel, <br />i dry-moist, �oose o ned�um dense fill) <br />1 _ Cinder layer at_1-1.3' <br />sm Light brown, silty SAND, fine aith 15 to 20% <br />gravel, moist, loose to medium dense <br />Becomes dense. li¢ht arav at 4' (till.) <br />Elev. 62p± <br />W <br />1%I <br />10 <br />n <br />Test, pit terminated at 5 feet beloW existing grude. No ground- <br />vate�r seepage enocuntered during excavation. <br />� Bo�lo� TEST PIT iVC�. �� bZ4' <br />Eltv. <br />� 4" TOPSOIL <br />10" silty SAND fill (ends across test pit to east) 14 <br />sm Light brown silty SAND, fine, moist, loose to ( <br />medium dense 5 <br />Becomes tan and medium dense to dense at 2' <br />l•j <br />10 <br />16 <br />Becomes gra,v, very dense at 4' (till) <br />Test pit terminated at 5.5 feet below exieting grade <br />water seepage encountered during excavation. <br />�b � <br />�O�t�L�illtti %tIC. <br />•GCOT[CHNICAL WGIN[[RIHG S &ltOLOGV <br />9 <br />No ground- <br />TEST PIT IOGS <br />EVERGREEN PLAZA <br />EVERETT, uASNINGTON <br />Proj.No.2773 1DtbOct.'85 1PIrb 7 <br />