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BORING NO. HA -1 Page 1 of I <br />Completed By: BF Date Drilled: 8/16r'2019 Surface Elev. 425' <br />Depth <br />0 <br />USCS <br />Description <br />Sample <br />Probing <br />Rod Pent, <br />Water <br />Content <br />Other Testsl <br />fi, <br />w <br />Code <br />fin.) <br />% <br />Comments <br />I.oc, <br />No, <br />ray ftnc send rill, underlain with brown sands. <br />Roots encountered. <br />0.5 <br />SP <br />SAND, brown, damp, loose to medium dense, fine grained, <br />21- <br />6.5 <br />trace gravel. <br />SP <br />SAND, light brown, medium dense, damp, trace gravels, <br />1" <br />9.3 <br />fine to medium grained. <br />SP-SM <br />SAND with SILT, brown to light brown, damp, dense, fine <br />< 1" <br />6.1 <br />to medium grained, some silty fines. <br />1.5 <br />SP-SM <br />As above, brown to light brown, dense to very dense, trace <br />< 1/2" <br />7.5 <br />gavel, clamp. <br />Depth of boring: 1.6 feet. Hand auger refusal. <br />Drilling Method: Hand auger and tools. <br />Sampling Method: Grab <br />Groundwater not encountered. <br />2 <br />2.5 <br />LEGEND: = 2" O.D. SIT Sampler p Water Level noted during drilling <br />3" O.D. California Sampler 'W Water Level measured at later time, as noted <br />BORING LOG <br />Group Northwest, Inc. <br />PROPOSED RESIDENCE ADDITION <br />Geotechnicd Engineers. Geobgiste. a <br />2505 57TH ST SW <br />r:nVk0n"n1Wscwftts <br />EVERETT, WASHINGTON <br />JOB NO. G-4971 I <br />DATE 812812019 <br />I PLATE A2 <br />