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Boring Location: Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. <br />Top Elevatiom 422 ft. Drilling Method: HSA Hammer Type: Auto <br />B-1 <br />Date Drilled: February 07, 2019 Drill Rig: D-50 Logged by: TLW <br />>2 <br />� <br />p <br />25 <br />SOIL DESCRIPTION <br />E LU ` <br />= -� <br />1 o <br />E Q 8 <br />�' <br />� <br />o <br />(D 0 <br />PENETRATION RESISTANCE (blows/foot) <br />y <br />� <br />o <br />U <br />3 <br />0 <br />°3 <br />S <br />0 <br />U) <br />The stratification lines represent the approximate <br />boundaries between soil types. The transition may be <br />gradual. Refer to report text and appendices for additional <br />information. <br />Standard Penetration Test <br />0 Hammer Weight and Drop: <br />20 40 60 <br />ense, moist to wet, gray, silty SAND, trace gravel (fill) <br />S-7 18 <br />37 <br />30 <br />grades to wet (fill) <br />S-8 18 <br />T <br />32 <br />;— <br />= ; <br />35 <br />TT <br />— <br />S-9118 <br />42 <br />_ <br />40 <br />grades to medium dense, gray/brown, with trace organics <br />TT <br />— <br />fill) <br />S-10118 <br />20 <br />oring terminated at approximately 41 1/2 feet below <br />xisting grade. <br />45 <br />50 <br />SAMPLE LEGEND GROUNDWATER AND WELL LEGEND O % Fines (<0.075 mm) <br />12-inch O.D. Split Spoon 0 Clean Sand O % Water (Moisture) Content <br />3-inch I.D. Shelby tube ® Benonite Plastic Limit ll E) I 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 V Groundwater level at Everett, Washington <br />GSA = Grain Size Analysis ; time of drilling (ATD) Date: Feburary 2019 Project No.: 2152.01 <br />200W = 200 Wash Analysis N or on date of measurement. ippe Gee BORING <br />Cons. =Consolidation Test `' B—.� <br />Geoprofessional Consultants <br />Att. = Atterberg Limits 19019 36th Ave. W, Suite E LOG: <br />L nnwood, WA Page 2 of 2 <br />