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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 />N-Value A <br />0 <br />z <br />CID <br />0) <br />75 <br />PL Moisture LL <br />2 <br />CL <br />-a 0 <br />(* <br />1-- <br />&.. <br />�0 <br />E <br />MATERIAL DESCRIPTION <br />0 <br />(d <br />v <br />co <br />0 <br />0)` <br />65 <br />Cf) <br />ROD Recovery <br />E] <br />V) <br />Fa <br />0 50 100 <br />0 <br />7 - 4 inches of asphalt._ lo� <br />Medium dense, moist, grey -brown, silty fine SAND; trace gravel, trace <br />iron -oxide staining. <br />[FILL]. <br />. . . . . . . . . <br />. . . . . . . . . <br />10 <br />S-1 <br />Is <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 />. . . . . . <br />S-2 <br />22 <br />28 <br />. . . . . . <br />. . . . . . . . . <br />S-3 <br />X <br />27 <br />50/6 <br />-sat*e saturated from approx 9 feet to 11.5 feet. <br />-10- <br />S-4 <br />29 <br />50/3 <br />large gravel or cobble at approx 10 feet, based on drill action. <br />15- <br />S-5 <br />9 <br />50/4 <br />. . . . . . . . . <br />. . . . . . . . . <br />. <br />. <br />Boring terminated at approximately 15.5 feet below grade. <br />Groundwater observed at approximately 9 feet during drilling. <br />-20- <br />.25- <br />......... <br />......... <br />Completion Depth: 15.3ft <br />Date Borehole Started: 3/6/19 <br />Date Borehole Completed: 3/6/19 <br />Logged By: S. Scoff <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 />RnGT9 LOG OF TEST BORING PG-2 <br />1 4 C 0 R P 0 R A T 6 0 Figure A-3 <br />I he stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1 <br />