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LOG OF TEST 80r?!!VG <br />!%nPe UriJled ~/3/d4 <br />Loca P ion <br />Diometer 4 inci,es Toi <br />1N <br />L <br />L J <br /> <br />I <br />C lu/ <br />12 <br />I ~ <br />i <br />I ' <br /> <br /> <br /> <br />'- I ~- I <br />i <br />~C ~ 8/6~ ~ 1 <br />15;i ~ 1 1 / . ~ I <br />~ I I O i <br />1 _ ' <br />.I <br />II• ,~ <br />A <br />i !~ ~ <br />~2 i <br />, <br />~ I i <br />~~ I I <br />Sandstone Bedrock, haul to <br />~ 4 I (very hard, light b ~ 11~ <br />~,~-~ •1 <br />I 3ottom of Test Boring at 24 <br />~•25~• ;feet on Sandstone <br />Project Name Coa I Di spos~ 5 i to Project Number 1t8402~GE Figure 4 _ <br />~alt~~fL'~ ~~~ ~~l~O~iB~e~ <br />CONSULTihr: GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Field .Engineer 7 "autner Boring Number ~ _._ <br />Elevotinn <br />OI Depth 24 fee[ Wofer Toble, Nenc_i.~ ~mte•icd <br />Soil Description Loborotoiy Tust Rasults~ <br />t.iay, savoy, some silt, very <br />stiff, slightly moist, brown, <br />(CL) gravels and cobbles, <br />~" of organics <br />