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Boring Locatiom. Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. <br />Top Elevatiow 428 ft. Drillinq Method: HSA Hammer Type: Auto <br />B-2 <br />Date Drilled: February 07, 2019 Drill Rig: D-50 Logged by. TLW <br />SOIL DESCRIPTION <br />PENETRATION RESISTANCE (blows/foot) <br />a <br />a L <br />s uJ <br />� a <br />is <br />c <br />o <br />c� <br />The stratification lines represent the approximate <br />Standard Penetration Test <br />p� <br />boundaries between soil types. The transition may be <br />z' <br />2 o <br />� 0 <br />Hammer Weight and Drop: <br />v <br />3 <br />gradual. Refer to report text and appendices for additional <br />Q <br />C <br />o <br />_o <br />0 <br />0 <br />information. <br />C9 <br />0 20 40 60 <br />00 <br />W <br />Ice and snow over 8 inches of medium dense, wet, <br />g <br />ray/brown, SAND with silt, some gravel, trace roots and <br />m <br />rganics (TOPSOIL). <br />o <br />edium dense, wet, gray/brown, silty SAND, trace gravel <br />TT <br />co <br />fil) <br />S-11 12 <br />16 <br />5 <br />TT <br />S-21 15 <br />21 <br />grades to loose with some gravel (fill) <br />TT <br />S-31 15 <br />7 <br />10----------------------------------------- <br />TT <br />edium dense wet, brown/gray, silty SAND with some <br />S-41 18 <br />21 <br />ravel and organic odor (fill) <br />15 <br />grades to wet to saturated, gray, with trace to some woody <br />TT <br />debris and organics (fill) <br />S-51 18 <br />�, _ <br />12 <br />20 <br />--------------------------------------- <br />ense, moist, gray/brown to dark brown, gravelly SAND <br />TT <br />ith silt and some organics (fill) <br />S-61 18 <br />35 <br />25 <br />SAMPLE LEGEND GROUNDWATER AND WELL LEGEND O % Fines (<0.075 mm) <br />= 2-inch O.D. Split Spoon 0 Clean Sand O % Water (Moisture) Content <br />Tr 3-inch I.D. Shelby tube 5N Benonite Plastic Limit 1 ED Liquid Limit <br />Grout/Concrete Natural Water Content <br />® Screened Casing Proposed Everett Warehouse <br />0 Blank Casing Associated Blvd./Industry St. <br />TESTING KEY Y— Groundwater level at Everett, Washington <br />GSA = Grain Size Analysis ; time of drilling (ATD) Date: Febuuary 2019 Project No.: 2152.01 <br />or on date of <br />r{� BORING <br />200W = 200 Wash Analysis N measurement. Zippe <br />eO <br />Cons. = Consolidation Test I V <br />B-2 <br />Geoprofessional Consultants ^ <br />Att. = Atterberg Limits LOG: <br />19019 36th Ave. W, Suite E <br />Lynnwood, WA Page 1 of 2 <br />