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� � � � <br /> Groundwater monitoring wells or piezometers would be required to more accurate(y <br /> determine water levels.Seasonal and annual fluctuations in groundwater levels should be <br /> expected. <br /> 3.3 Laboratory Tests <br /> Laboratory moisture content and percent passing the Number 200 sieve (P-200 confient) <br /> tests were performed on selected samples recovered from the soil borings.A summary of <br /> the laboratory testing is presented in the Table 1 below. The moisture contents of the <br /> samples are also providecl on the soil buring logs opposite the sample tested. <br /> Table 1. Summ of Laborato Tests <br /> Moisture <br /> Boring Sample Depth Content P-2� <br /> Number Number (feet) (%)* (%)" <br /> S&1 r2 2'/4 27'�i - <br /> SB-1 S-3 5 26 59�/i <br /> SB-1 S-4 7 y: 23�i4 - <br /> SB-1 S-6 121i4 16 3/i - <br /> S&1 S-7 15 16�/z 39 <br /> S&1 S-8 20 16�/� - <br /> SB-1 5-10 30 14'f� 28 <br /> S&1 S-12 40 14'f: - <br /> S&2 5-14 2�/i 26� - <br /> S&2 S15 5 17 i/z 35 <br /> SB-2 �16 7�/i 17�h - <br /> SB-2 5-18 12'li 18 - <br /> SB-2 5-19 15 14 - <br /> S&2 S-20 20 17�fz - <br /> SB-2 5-21 25 16 32�h <br /> SB-2 S-22 30 15�h - <br /> SB-2 5-24 40 16 - <br /> *P-200 tests and moisture contents were rounded to the nearest yz pement <br /> 3.4 OSHA Soil Classification <br /> The soils encountered in the borings consisbed of both granular(sand)and cohesive(clay) <br /> soils. The rnhesive soils will generally be Type B soils under Deparhnent of Labor <br /> Occupational Safety and Health Administration (OSHA) guidelines, while the granular <br /> soils will generally classify as Type C soils. <br /> 4 <br />