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Loaaed Bv: JSL <br />iEST PlT P10. 1 <br />Date: 6/30/2014 <br />Ground EI. ± <br />Depth USCS Sample W Other <br />ft_ c�ss. Soil Description ►�o. % Tes# <br />SM Dark-brown io brown, fine SAND, silty, loose, organic, with roots, <br />� moist (TOPSOIUDISTURBED SOIL?) <br />2 <br />--------------------------------------- <br />3 SM/MH Light-brown io light-gray, silty fine SAND to fine sandy S1LT, loose <br />to soft, moisf to wet, <br />h <br />5 <br />6 ----------------------- <br />ML Gray, SILT, clayey, hard, moist <br />� (WHIDBEY formation) <br />8 <br />9 <br />Test pit terminafed at 9.0 ft; groundwater seepage (about 1.0 gpm) <br />10 encountered 4.0 ft. <br />I nnnerl Rv JSl <br />T�r�-� a�i�'¶" �q� <br />Date: 6/30/2014 <br />� <br />Ground EI. ± <br />--��- , <br />Depth USCS Sample W Other <br />�t. cv�ss. Soil Description ►�o. % Test <br />OL Dark-brown, fine SAND, silty, loose, organic, moist <br />� (TOPSOIUDISTURBED SOIL?) <br />2 <br />3 — ---- — -- — ----- -------- <br />SP/SM Brown, fine SAND, slightly silty to silty, loose to medium-dense, <br />4 moist to very-moist <br />5 <br />6 <br />7 — --- ----- --- — --- <br />5M Light-brown to light-gray, fine to coarse SAND, gravelly, slightly <br />g silty, medium-dense, moist to wet (ADVANCE OUTINASH) <br />9 <br />10 <br />Test pit terminated at 9.5 ft; groundwater seepage (about 1.0 gpm) <br />1 � encountered 7.0 ft. <br />LIU & �A.SSOCIATES, INC. <br />Geotechnical Engineering � Engineering Geology • Earth Science_ <br />TEST PIT LOGS <br />TWO SINGLE-FAMILY RESIDENCES <br />5109 SOUND AVENUE <br />EVERETT, WASHINGTON <br />�os No. 14-065 DATE 6/30/2014 PLATE 4 <br />