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r <br /> Bonng No HA-8 <br /> TEST BORING REPORT File No 29626-000 <br /> . Sheet No 2 of 2 <br /> o Gravel Sand F I <br /> zS a E Visual-Manual Identification and Description �, iu E N <br /> din 2 <br /> E E m (Density/consistency color GROUP NAME max particle size U t1 U g L.L. LL m <br /> N p W structure odor moisture optional descriptions geologic interpretation) a 8e a t2 a <br /> -20-- <br /> S3 <br /> 0S3 700 SM Gray brown to gray silty SAND(SM) no apparent structure diesel 0 0 0 0 70 30 R <br /> 14 220 odor moist to wet FID=12 6/6 5 ppm <br /> r <br /> S4 240 SM Gray brown to green gray Silty SAND(SM) mps =2 mm stratified 0 0 15 45 20 20 <br /> 24 260 strong fuel odor saturated,FID=146 016 5 ppm free product in <br /> 25 granular layer at approximately 25 5 ft about 6 thick <br />� r <br /> S5 280 SP Gray poorly-graded SAND with silt(SP) mps = 1 mm no apparent 0 0 0 30 65 5 <br /> i ' 24 300 structure,no odor,saturated FID=3 5/3 5 ppm <br /> 30 <br /> 1 <br /> '0 S6 330 SP Gray-brown to gray poorly graded SAND{SP} mps =0 5 mm no 0 0 0 15 80 5 <br /> 24 350 apparent structure no odor wet FID=O 010 0 ppm <br /> ' 35 350 BOTTOM OF EXPLORATION AT 35 0 FEET <br /> S <br /> Borehole grouted upon completion <br /> ' Asphalt patch applied to surface <br /> ' a <br /> _`a <br /> e <br /> 1 � <br /> i <br /> z <br /> riY <br /> U <br /> rLp7 <br /> u <br /> G <br /> m <br /> m <br /> N <br /> V <br /> 7 <br /> II U <br /> V <br /> ml SPT Sampler 61ows per 6 in 2Maxlmum particle size(mm)is determined by direct observation within the limitations of sampler size goring NO HA-8 <br /> V <br /> �[-NOTE Sod ident{fieation based an visual manual methods o1 the USCS as practiced by Haley S Aldrich Inc- <br /> *Indicates the use of a 3"sampler and 300 lb hammer <br />