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ENGINEERS & GEOLOGISTS ' <br /> 2P3/366�81-1 <br /> TEST BORING LOG <br /> TYPE 4 3 1/2" AUGER ELEVATION, EXISTING OtWW SUWRa BORING No 4 CDN <br /> Compact to very dense gray/ brown <br /> 126 13 32 1 . 4 9 �s SM silty f t ne scnd% very f I ne-f I ne sand <br /> 4.5 <br /> 'r SP <br /> 26 1. 4 10 <br /> SM <br /> 72 1 . 4 11 �'` <br /> Groundwater measured 15.9 ft depth 4- <br /> 3-87. Hale backfilled per County <br /> 55 requirements. <br /> 6D <br /> I <br /> 65 <br /> i <br /> 70 <br /> a <br /> M <br /> I <br /> .it <br /> 75 <br /> x <br /> A i . <br /> .w. <br /> v 8D <br /> LLJ <br /> I <br /> e <br /> N M 7_ � PJ <br /> In.- <br /> r $� LnLDM;M ErrI GDATDqTE; 4-3-87 l <br /> FIGLRE I <br /> PRG--- 5 0r 9, <br />