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Bonng No HA-9 <br /> ' TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 <br /> ~ Gravel Sand TF,z n E Visual-ManUai Identlficat+on and pescrtption „ T <br /> D U) O@ami ro m ^ (Densitylconsistency color GROUP NAME max particle sizeZ U LT U 2 u_ �M e6 W D W u) structure odor moisture optional descriptions geologic interpretation) a, a° e ' <br /> ' 20 S3 i0_07 SM Brown silty SAND(SM) mps = 1 mm no apparent structure no odor 0 0 0 10 50 40 R <br /> 24 220 moist to wet FID=O 010 0 ppm <br /> -FLUVIAL DEPOSITS <br /> 1 <br /> 1S4 24 0 SM Gray silty SAND(SM) mps =0 5 mm no apparent structure no odor 0 0 10 40 30 20 <br /> 24 260 wet FID=I 010 0 ppm <br /> 25 <br /> ' 260 BOTTOM OF EXPLORATION AT 26 0 FEET <br /> Borehole treminie grouted upon completion <br /> a <br /> 1 7 <br /> 4 <br /> c <br /> i <br /> a°L <br /> S <br /> F <br /> G <br /> 0 <br /> iL <br /> u <br /> D <br /> L7 <br /> n <br /> 7 <br /> lu <br /> m <br /> I 1 n <br /> m <br /> ~ 'SPT n Sampler blows per 6 In 'Maximum particle size(mm)Is determined by dared observation within the Iimltations of sampler size <br /> Bonng No <br /> U <br /> ' a NOTE Soil identification based on visual-manual methods of the USCS as practtced by Haley&Aldrich, nc <br /> * Indicates the use of a 3"sampler and 300 Ib hammer <br />