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1515 132ND ST SE Geotech Report 2022-10-25
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1515 132ND ST SE Geotech Report 2022-10-25
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Last modified
10/25/2022 1:53:15 PM
Creation date
8/20/2021 9:28:29 AM
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Address Document
Street Name
132ND ST SE
Street Number
1515
Address Document Type
Geotech Report
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Project: <br />1515 132nd St SE <br />Surface Elevation: <br />454.0ft <br />Job Number: <br />19-049 <br />Top of Casing Elev.: <br />N/A <br />Location: <br />1515132nd St SE, Everett, WA <br />Drilling Method: <br />HSA <br />Coordinates: <br />Northing: , Easting: <br />Sampling Method: <br />SPT <br />N-Value <br />Z <br />E <br />co <br />m <br />p <br />PL Moisture LL <br />a <br />m <br />; <br />i <br />E <br />MATERIAL DESCRIPTION <br />p <br />E <br />E <br />CDm <br />3 <br />m <br />o <br />EM Recovery <br />O <br />0 50 100 <br />0 <br />ches of asphalt. <br />dense to loose, moist, grey to brown, sandy SILT with gravel; <br />rtvra <br />cobbles, wood fragments, filter fabric. <br />[FILL]. <br />Fri■►-14� <br />5 <br />S-2 <br />S-3 <br />10 <br />S-4 <br />F 151 S-5 <br />F 20 <br />......... <br />......... <br />......... <br />......... <br />......... <br />........ <br />....... . <br />...... .. <br />..... ... <br />... ..... <br />Loose, moist, gray to brown, silty SAND with gravel. <br />3 <br />[WEATHERED VASHON TILL - Qvt]. <br />5 <br />a <br />ZEN <br />9 <br />42 <br />__ _ ___ __ _____ _____ <br />Very dense, moist, grey -brown, silty fne SAND with gravel; mottled, <br />43 <br />iron -oxide staining. <br />.. ...... <br />..... ... <br />17 <br />23 <br />36 <br />Very dense, saturated to moist, grey to grey -brown, silty fine SAND <br />with gravel. <br />[VASHON TILL - Qvt]. <br />- sample saturated from approx 9 feet to 11.5 feet. <br />43 <br />50/3 <br />sample becomes iron -oxide stained at approx 15 feet. <br />Boring terminated at approximately 16 feet below grade. Groundwater <br />observed at approximately 9 feet during drilling. <br />25 ......... I ......... <br />Completion Depth: 15.8ft Remarks: Boring drilled using a Deeprock XL trailer mounted drill rig. Standard <br />Date Borehole Started: 3/6/19 penetration test (SPT) sampler driven with a 140 lb safety hammer. Hammer operated <br />Date Borehole Completed: 3/6/19 with a rope and cathead mechanism. Surface elevations (WGS84) estimated from Google <br />Logged By: S. Scott Earth, accessed March 11, 2019. <br />Drilling Company: Geologic Drill Partners <br />FbnGEe LOG OF TEST BORING PG-1 <br />1 0 C 0 R P 0 R A T 5 Q FigureA-2 <br />i he stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 Of 1 <br />
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