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' 9IFi s/ Semple Natl8C8 DESCRIPTION CONST <br /> Asphalt (4" thick) underlain by gravel backfill (6") . <br /> ML <br /> 2 Sandy silt, fine-grained sand, brown, damp, low <br /> plasticity, hard, no product odor. <br /> ' 4 <br /> ' 6 52 S-5 <br /> ' 8 CH Clay, brown, damp, high plasticity, Lard, no product <br /> odor. <br /> ' 10 <br /> 39 S- 10 <br /> U. CL Sandy clay, fine- to coarse-grained sand, brown with <br /> z 14 green mottling, moist, medium plasticity, Lard, <br /> ' no product odor. <br /> 0 16 100 S- 15 <br /> IS <br /> ' 20 Increasingmoisture moto very moist, increasing <br /> 36 S-20 plasticity to high. <br /> ' 22 Total depth-21 .5 feet <br /> Drilling terminated due to reaching ground water. <br /> ' Boring backfilled with neat cement . <br /> 1 <br /> 1 <br /> _ LOG OF BORING PLATE <br /> Crystal Cream and Butter Company <br /> .,t ,kl--61"1 s.A.ern-.+ I Alm%"41SIMI nae 404 West Fremont P-4 <br /> ' Stockton, California <br /> PROJECT NO. AGS 8696- 1 <br />