6202 ASSOCIATED BLVD Geotech Report 2022-10-25

Boring Location: Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. Top Elevation: 422 ft. Drillinq Method: HSA Hammer Ty Auto B- .1 1 Date Drilled: February 07, 2019 Drill Rig: D-50 Logged by. TLW SOIL DESCRIPTION PENETRATION RESISTANCE (blows/foot) .I_-U a z z cc o rn The stratification lines represent the approximate Standard Penetration Test p boundaries between soil types. The transition may be a o Hammer Weight and Drop: U H _ gradual. Refer to report text and appendices for additional Q E U o 0 0 0 information. C0 0 20 40 60 00 07 Ice and snow over 8 inches of medium dense, wet, ray/brown, SAND with silt, some gravel, trace roots and m rganics (TOPSOIL). o edium dense wet gray SAND trace silt ifill� _ _ _ _ _ _ _ _ TT w edium dense, wet, gray/brown SAND, with silt trace S-11 10 21 ravel (fill) 5 edium dense, moist to wet, gray/brown, silty SAND, trace TT ravel. S-2118 A ! 23 rades to dense and gray (fill) TT S-31 18 ♦ 35 10 grades to medium dense with trace organics (fill) TT S-41 18 20 15 TT S-51 18 _ 20 20 TT _ S-61 18 19 25 SAMPLE LEGEND GROUNDWATER AND WELL LEGEND O % Fines (<0.075 mm) 12-inch O.D. Split Spoon ED Clean Sand O % Water (Moisture) Content 7 3-inch I.D. Shelby tube ® Benonite Plastic Limit 11 e Liquid Limit Grout/Concrete Natural Water Content ® Screened Casing Proposed Everett Warehouse 0 Blank Casing Associated Blvd./Industry St. TESTING KEY Z Groundwater level at Everett, Washington GSA = Grain Size Analysis time of drilling (ATD) Date: Feburary 2019 Project No.: 2152.01 20OW = 200 Wash Analysis N or on date of o measurement. BORING Cons. = Consolidation Test ' erGeO B-1 Att. = Atterberg Limits Geoprofessional Consultants LOG. 19019 36th Ave. W, Suite E L nnwood, WA Page 1 of 2