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Boring No HA-1 <br /> ' TEST BORING REPORT File No 29626 000 <br /> Sheet No 2 of 2 <br /> a £ Gravel Sand st <br /> Z C_ :z a Visual-Manual]denttfication and Description m m E N <br /> w C' C <br /> d 1=4 > 2 p c O N C .c@. - u C <br /> a U (bensitylconsistency color GROUP NAME max particle size U Lr C] 2 u- ti @ _ <br /> O taA fA at1 0 LL ' structure odor moisture optional descriptions geologic interpretation) a aQ ; a e 8e Q a <br /> 20 <br /> �1 <br /> 9 S4 23 5 SP Medium dense brown to gray brown poorly-graded SAND(SP) mps = 0 0 20 40 30 10 <br /> 10 18 250 2 5 mm no apparent structure no odor,moist to wet,FID=4 914 9 ppm <br /> 12 FLUVIAL DEPOSITS <br /> 25 <br /> 11 S5 285 SM Medium dense gray brown to brown silty SAND(SM),mps = 1 5 mm 0 0 0 45 40 15 R <br /> 16 10 300 no apparent structure no odor wet FID=3 613 6 ppm <br /> k3 <br /> 30 <br /> �i <br /> I 8 S6 33 5 SP Medium dense gray to gray-brown poorly graded SAND(SP) mps = 3 0 0 20 50 30 0 <br /> 11 350 mm no apparent structure no odor wet FID=21 0121 0 ppm <br /> ' 35 14 <br /> 350 BOTTOM OF EXPLORATION AT 35 0 FEET <br /> S <br /> Borehole tremmie grouted upon completion <br /> a <br /> ' Drill rig moved approximately 5 feet to the northwest and drilled to 15 <br /> `u feet to collect Hydropunch sample from 15 0 ft to 19 0 ft at 11 45 on <br /> 4/5104 <br /> b <br /> 4 <br /> 1 <br /> 1 <br /> K <br /> Y <br /> W <br /> D <br /> U <br /> t7 <br /> U <br /> n <br /> u <br /> w 'SP7=Sampler blows per 6 In 'Maximum panicle size(mm)is determined by direct observation within the Ilmitattans of sampler size Boring No HA-1 <br /> u <br /> a <br /> NOTE Soil Identification based on visual-manual methods of the USCS as practiced by HaleX 8i Aldrich Inc <br /> * Indicates the use of a 3"sampler and 300 lb hammer <br />