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Project: 1515 132nd St SE <br />Surface Elevation: 454.0ft <br />Job Number: 19-049 <br />Top of Casing Elev.: N/A <br />Location: 1515 132nd St SE, Everett, WA <br />Drilling Method: HSA <br />Coordinates: Northing: , Easting: <br />Sampling Method: SPT <br />a <br />o <br />(p <br />op <br />m <br />W <br />O <br />0 <br />E <br />a <br />MATERIAL DESCRIPTION <br />N-Value A <br />PL Moisture LL <br />®RQD Recovery <br />0 50 100 <br />0 <br />- 4 inches of asphalt. <br />Medium dense, moist, grey -brown, silty fine SAND; trace gravel, trace <br />iron -oxide staining. <br />[FILL]. <br />10 <br />S 1 <br />18 <br />Very dense, moist to saturated, grey, silty fine SAND with gravel; trace <br />26 <br />iron -oxide staining. <br />[VASHON TILL - Ovt]. <br />5 <br />21 <br />S-2 <br />22 <br />28 <br />S-3 <br />27 <br />50/6 <br />sample saturated from approx 9 feet to 11.5 feet. <br />10 <br />S-4 <br />2K <br />50/3 <br />large gravel or cobble at approx 10 feet, based on drill action. <br />15 <br />S-5 <br />E <br />50/4 <br />Boring terminated at approximately 15.5 feet below grade. <br />Groundwater observed at approximately 9 feet during drilling. <br />20 <br />25 <br />Completion Depth: 15_3ft <br />Date Borehole Started: 3/6/19 <br />Date Borehole Completed: 3/6/19 <br />Logged By: S. Scott <br />Remarks: Boring drilled using a Deeprock XL trailer mounted drill rig. Standard <br />penetration test (SPT) sampler driven with a 140 lb safety hammer. Hammer operated <br />with a rope and cathead mechanism. Surface elevations (WGS84) estimated from Google <br />Earth, accessed March 11, 2019. <br />Drilling Company: Geologic Drill Partners <br />PanG'UFBA"I LOG OF TEST BORING PG-2 <br />INCORPORATED FigureA-3 <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />Sheet 1 of 1 <br />