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1 <br /> Boning No IIA-2 <br /> TEST BORING REPORT File No 29626-000 <br /> . Sheet No 2 of 2 <br /> 0— E Gravel Sand Fi <br /> _ Visual-Manual Identification and Description „ m E <br /> ' z n <br /> e a� Q� n rn x a Q y c c t rn <br /> E E a > v (Density/consistency color GROUP NAME max particle sma U � ca g iL a � y y <br /> �j a 5 r rn structure odor moisture optional descriptions geologic interpretation) a' e e e a- p , a <br /> �v a <br /> 20- <br /> S4 200 SM Brown to gray brown silty SAND with clay(SM) mps =0 75 mm no 0 0 0 10 60 30 R <br /> 48 240 apparent structure slight fuel odor wet FID=O 010 0 ppm <br /> FLUVIAL DEPOSITS <br /> S5 240 SP Gray to gray-brown poorly graded SAND with silt(SP SM) mps = 0 0 0 15 75 10 R <br /> 18 280 SM 0 75 mm no apparent structure fuel odor wet FID=3 1/0 0 ppm <br /> 25 there was no recovery on initial push from 24 ft to 28 ft <br /> 30 S6 300 SP Gray to gray brown poorly-graded SAND with silt(SP-SM) mps =0 5 0 0 0 15 75 10 <br /> 24 340 SM mm no apparent structure slight fuel odor wet FID=O 0/0 0 ppm <br /> 1• <br /> � 35 <br /> a S7 360 SP Gray to gray brown poorly-graded SAND with silt(SP-SM) mps =0 5 0 0 0 10 80 10 <br /> ' 24 380 SM mm no apparent structure no odor wet FID=5 213 5 ppm <br /> 380 BOTTOM OF EXPLORATION AT 38 0 FEET <br /> Borehole backfilled with grout upon completion <br /> Asphalt patch applied to surface <br /> i <br /> � I <br /> I <br /> 0 <br /> m <br /> 5 I <br /> z <br /> ' G <br /> w <br /> s <br /> V <br /> � I <br /> a <br /> t� <br /> U <br /> vFi I <br /> 7 <br /> ' W <br /> m <br /> V <br /> 7 <br /> 1 V <br /> m <br /> 'SPT=Samplerblows per 6 in 'Maximum particle sae(mm)is determined by direct observation within the limitations of sampler slze 8onng NO HA-2 <br /> V <br /> NOTE Soil Identification based on visual-manual methods of the USCS as practiced by Haley&Aldnch Inc <br /> ' Indicates the use of a 3"sampler and 300 lb hammer <br />