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� <br /> ' EXPLORATION PIT LOG <br /> � Number EP-1 <br /> � <br /> 2"Dark brown TOPSOII. <br /> � _ ]0" Tan, medium dense, sandy GRAVEL(FIi.L) <br /> Brown, ense, si ty AND wit grave an son��:oots o topso onzon <br /> a gray weat ere , ense, moist, s�ty . w�t grave weat ere g aci ti <br /> I 5 _ <br /> Gray, dense, silty sand with gravel(glacial till)–Moisture increasing with depth–Saturated at 8 ft. <br /> with seepage <br /> I _ . <br /> 10 • <br /> IBOH(r�9ft. <br /> Seepage Qa 8 ft <br /> � — Caving(a�6 ft <br /> 15 <br /> 1 - <br /> Number EP-2 <br /> ' � — <br /> 6" Dark brown TOPSOIL <br /> Reddish brown medium loose to dense silt SAND with some mravel and cobbles weathered root zone) <br /> I _ Tan/ ra , dense sil SAND with ravel weathered tiil) <br /> Gra , dense to ve dense, sil sand with ravel lacial till <br /> 5 <br /> � <br /> � _ BOH Q 4 ft. <br /> 10 No seepage <br /> No czving <br /> i - <br /> I 15- <br /> iSuhwLa 000ditiaa depiad�s�aaa ac oMavuim u uK time�d�oo�;m or�his«Imtar Mk modiGed M��m�P�^�K� <br /> �djudp�� 77�'art oot mceurily nprenuaii�x ofMv�ma ud laotias We will mt mpt rcipom�bilLY fa th ux a idayrt�atim M a7rcn af Ni� <br /> bi / <br /> � Kaneris Commercial Development–Silver Lake Reviewed ByL <br /> Everett,�Yashington � <br /> Mayes Testing Engineers Job No. 1469'7 <br /> ' May 1997 <br /> It <br /> �� <br /> I <br />