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Boning No MW-7 <br /> ' TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 <br /> Z2 8 <br /> Gravel Sand i I <br /> Z 5 `` Visual-Manual Identification and Description Tm E y Test <br /> c" <br /> E a > (Density/consistency color GROUP NAME max particle size gu_(' CL 'a i0 °' � structure odor moisture optional descriptions geologic interpretation) o o a° o F d <br /> O to V)06 !n❑ <br /> 20 i r <br /> e � <br /> a <br /> } <br /> 7 S4 23 5 SP Medium dense gray-brown to gray poorly graded SAND with silt(SP) 0 0 20 45 25 10 N <br /> 7 18 25 0 r mps =4 mm no apparent structure slight fuel odor wet <br /> 10 FID=13 5111 8 ppm <br /> 25 FLUVIAL DEPOSITS- <br /> r <br /> ' 6 S5 295 SP- Medium dense gray-brown to gray poorly-graded SAND with silt(SP 0 0 20 45 20 15 R <br /> 7 14 300 SM SM) stratified with a 2 silty layer at approximately 29 75 ft slight fuel <br /> 7 odor wet FID 14 9113 0 ppm <br /> 30 <br /> r• <br /> 6 S6 33 5 SP Medium dense gray-brown to gray poorly graded SAND with Silt(SP- 0 0 0 15 75 10 R <br /> 5 12 350 SM SM) mps = l mm no apparent structure slight fuel odor wet <br /> 8 - FID=17 6117 2 ppm <br /> 35 350 BOTTOM OF EXPLORATION AT 35 0 FEET <br /> 3 <br /> K. <br /> Monitoring well installed in borehole <br /> 4 <br /> ' See Observation Well Installation Report MW-7 for detail <br /> S <br /> 10 <br /> d <br /> i <br /> 0 <br /> c <br /> i <br /> W <br /> 6 <br /> C1 <br /> U <br /> V <br /> J <br /> ' OJ <br /> u <br /> m <br /> J <br /> a <br /> y 'SPT=Sampler blows per 6 In =Maximum particle size(mm)is determined by direct observation within the limitations of sampler size Bonng NO Mrd'"7 <br /> U <br /> a NOTE Soil Identification based on visual-manual methods of the USCS as Bracticod by Haley&Aldrich Inc <br /> ' + Indicates the use of a 3"sampler and 300 Ib hammer <br />