Laserfiche WebLink
Boring Location- Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. <br />Top Elevatiom 427 ft. Drilling Method: HSA Hammer Tvpe: Auto <br />B-3 <br />Date Drilled: February 07, 2019 Drill Rig: D-50 Logged by: TLW <br />SOIL DESCRIPTION <br />PENETRATION RESISTANCE (blows/foot) <br />n <br />E uJ ` <br />z -1 z <br />CU <br />o <br />E <br />The stratification lines represent the approximate <br />Standard Penetration Test <br />p <br />boundaries between soil types. The transition may be <br />CL <br />A!o <br />a U <br />Q Hammer Weight and Drop: <br />U <br />3 <br />gradual. Refer to report text and appendices for additional <br />� <br />o <br />0 <br />0 <br />25 <br />information. <br />CO <br />0 20 40 60 <br />00 <br />--------------------------------------- <br />ense, wet, gray/brown, SAND with some silt, trace gravel <br />S-7 18 <br />♦ <br />45 <br />and organic odor (fill) <br />30 <br />------------------------- <br />edium dense, wet, gray/brown, silty SAND with gravel and <br />TT <br />organic odor (fill) <br />S-81 18 <br />ilk <br />21 <br />35 <br />grades to dense (fill) <br />TT <br />S-91 18 <br />♦ <br />37 <br />40 <br />TT <br />S-10118 <br />42 <br />♦ ,., <br />Boring terminated at approximately 41 1 /2 feet below <br />existing grade. Groundwater was not observed at time of <br />rifling. <br />45 <br />50 <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 ® Benonite Plastic Limit ! E) 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 Z Groundwater level at Everett, Washington <br />GSA = Grain Size Analysis time of drilling (ATD) Date: Febuuary 2019 Project No.: 2152.01 <br />20OW = 200 Wash Analysis N or on date of measurement. <br />measurement. <br />�O BORING <br />Cons. =Consolidation Test j`'� B_3 <br />Geoprofessional Consultants <br />Att.=Atterberg Limits LOG: <br />19019 36th Ave. W, Suite E <br />Lynnwood, WA Page 2 of 2 <br />