Laserfiche WebLink
Borina Location- Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. <br />Top Elevatiom 428 ft. Drilling 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 />Q <br />LLI <br />_ -� <br />o <br />The stratification lines represent the approximate <br />Standard Penetration Test <br />p <br />boundaries between soil types. The transition may be <br />v � o <br />a U <br />Hammer Weight and Drop: <br />U <br />3 <br />H <br />gradual. Refer to report text and appendices for additional <br />, W <br />o <br />_o <br />0 <br />25 <br />information: <br />C0 <br />0 20 40 60 <br />0o <br />W <br />edium dense, wet, gray, silty SAND, some gravel (fill) <br />IS-7 <br />1 18 <br />25 <br />40 — <br />Dense, wet, gray/brown, silty SAND with some gravel and TT <br />race to some organics (fill) S-101 18 <br />oring terminated at approximately,41 1/2 feet below <br />xisting grade. Perched groundwater was observed at <br />pproximately 7.5 feet below existing grade. <br />45 <br />50 <br />41 <br />SAMPLE LEGEND <br />GROUNDWATER AND WELL LEGEND <br />O % Fines (<0.075 mm) <br />12-inch O.D. Split Spoon <br />EJ <br />Clean Sand <br />O % Water (Moisture) Content <br />3-inch I.D. Shelby tube <br />Benonite <br />Plastic Limit I—$ Liquid Limit <br />Grout/Concrete <br />Natural Water Content <br />Screened Casing <br />Proposed Everett Warehouse <br />F-1 <br />Blank Casing <br />Associated Blvd./Industry St. <br />TESTING KEY <br />S, <br />Groundwater level at <br />Everett, Washington <br />GSA = Grain Size Analysis <br />; <br />time of drilling (ATD) <br />Date: Feburary 2019 Project No.: 2152.01 <br />20OW = 200 Wash Analysis <br />N <br />or on date of <br />measurement. <br />ZipperGeo BORINGB_2 <br />Cons. =Consolidation Test <br />Att. = Atterberg Limits <br />Geoprofesslonal Consultants LOG. <br />19019 36th Ave. W, Suite E <br />Lynnwood, WA Page 2 of 2 <br />