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Bonng No HA-7 <br /> TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 <br /> Gravel Sand I RellTest <br /> Z0_ m a Visual-Manual Identification and Description <br /> ' v 10�+ N 01 QI T N _ N �` N om+ <br /> T 0 Lo Sti d '� N N G C <br /> a m (Density/consistency color GROUP NAME max particle size Z U tE U � ii � ��, �' � m <br /> iCD] rn N 0 structure odor moisture optional descriptions geologic interpretation) a- ge a' o p t°- d vy <br /> ' 20 <br /> SI 200 SM Light brown silty SAND(SM) mps =0 75 mm no structure no odor 0 0 D 20 60 20 <br /> 14 220 we[ FED=0 010 0 ppm <br /> -FLUVIAL.DEPOSITS <br /> ' 25 <br /> S2 280 SM Light gray to gray brown silty SAND(SM),mps = I mm no apparent 0 0 0 10 60 30 <br /> 24 300 structure no odor moist to wet,FID=0 0/0 0 ppm <br /> 30 300 BOTTOM OF EXPLORATION AT 30 0 FEET <br /> Borehole tremmie grouted upon completion <br /> Asphalt patch applied to surface <br /> a' <br /> 19 <br /> d <br /> g <br /> i <br /> 0 <br /> a <br /> Z <br /> wG, <br /> w <br /> ca <br /> F <br /> U <br /> o <br /> m <br /> U <br /> a <br /> V <br /> ~ 'SPT.Sampler blows per 8 in 'Maximum particle size(mm)is determined by direct observation within the limitations of sampler size Bonng No HA-7 <br /> U <br /> ' NOTE Sod Identification based on visual-manual methods of the USCS as practiced by Haley&Aldrich Inc <br /> *Indicates the use of a 3"sampler and 300 Ib hammer <br />