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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: 1515132nd St SE, Everett, WA <br />Drilling Method: HSA <br />Coordinates: Northing: , Easting: <br />Sampling Method: SPT <br />N-Value <br />o <br />Z <br />G <br />—p <br />PL Moisture LL <br />CL <br />m <br />n <br />i <br />E <br />MATERIAL DESCRIPTION <br />0 <br />0) <br />co <br />®RQD Recovery <br />m <br />O <br />0 50 100 <br />0 <br />- 4 inches of asphalt. <br />Medium dense, moist, grey -brown to brown, silty SAND with gravel; <br />trace iron -oxide staining, some carbon seams. <br />[FILL]. <br />S-1 <br />4 <br />5o/s <br />N-Value overstated due to gravel, medium dense. <br />. <br />Dense, moist, grey -brown to brown silty SAND with gravel. <br />5 <br />t t <br />[WEATHERED VASHON TILL - Qvt). <br />S-2 <br />10 <br />26 <br />Very dense, saturated to moist, grey to grey -brown, silty fine SAND <br />25 <br />.' <br />with gravel. <br />S 3 <br />27 <br />[VASHON TILL - Qvt]. <br />32 <br />- sample saturated from approx 7 feet to 11.5 feet. <br />10 <br />S-4 <br />32 <br />50/6 <br />15 <br />S-5 <br />50/5 <br />- sample becomes iron -oxide stained at approx 20 feet. <br />20 <br />S-6 <br />50/6 <br />Boring terminated at approximately 20.5 feet below grade. <br />......... <br />......... <br />Groundwater observed at approximately 7 feet during drilling. <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />25 <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />Completion Depth: 20,5ft <br />Remarks: Boring drilled using a Deeprock XL trailer mounted drill rig. Standard <br />Date Borehole Started: 3/6/19 <br />penetration test (SPT) sampler driven with a 140 lb safety hammer. Hammer operated <br />Date Borehole Completed: 3/6/19 <br />with a rope and cathead mechanism. Surface elevations (WGS84) estimated from Google <br />Logged By: S. Scott <br />Earth, accessed March 11, 2019. <br />Drilling Company: Geologic Drill Partners <br />RinGEe LOG OF TEST BORING PG-3 <br />INCORPORATED FigureA-4 <br />i ne stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 Of 1 <br />