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Boring NO HA-6 <br /> ma TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 , <br /> o^ E <br /> L o Gravel Sand Fi I Test <br /> Z E s Visual-Manual Identification and Description E y <br /> y <br /> 0- <br /> L) <br /> v T L ' N U <br /> i Q U <br /> a (Density/consistency color GROUPNAME max particle Suez cj �j <br /> p rn fn ad N p � w structure odor moisture optional descriptions geologic interpretation) v e v a a ae o a <br /> U) <br /> 20 <br /> S3 200 SM Brown silty SAND(SM) mps =0 75 mm no apparent structure no 0 0 0 10 75 15 <br /> 24 220 odor moist to wet <br /> -FLUVIAL DEPOSITS <br /> Hydropunch water sample collected from 22 ft to 24 ft at 14 30 on <br /> 4/6104 <br /> -25 <br /> 54 250 SP Gray brown poorly-graded SAND with silt(SP) mps = 1 5 mm no 0 0 15 GO 20 5 <br /> 24 270 apparent structure no odor wet FID=2 512 5 ppm <br /> r <br /> S5 280 SP Gray brown poorly-graded SAND with silt(SP) mps = 1 5 mm no 0 0 10 70 15 5 <br /> 24 300 structure no odor wet FID=3 013 0 ppm <br /> i <br /> ao 300 BOTTOM OF EXPLORATION AT 30 0 FEET <br /> Borehole tremmie grouted upon completion <br /> I <br /> Asphalt patch applied to surface <br /> a <br /> I <br /> u I <br /> j <br /> ' a <br /> s <br /> 0 <br /> I <br /> 1 ti <br /> G <br /> 0. <br /> u <br /> I ° <br /> V <br /> U <br /> m <br /> l7 <br /> m <br /> N <br /> U <br /> I <br /> w1 'SPT=Sampler blows per 61n 'Ma%imum particle size(mm)is determined by direct observation wdhin the limitations of sampler size goring No HA-6 <br /> � NOTE Soil 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 lb hammer <br />