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61 <br />PROJECT NUMBER <br />SAC31583.AC.ZZ. <br />13ORIf4u mimotn <br />OH -4 <br />SOIL BORING LOG <br />5 <br />5.0 .0 <br />11 1 S -t <br />(46) <br />6s <br />10.0 <br />10.0 <br />S 1-27-50/5 <br />_2 75 <br />11.5 <br />15.0 <br />5.0 <br />P6-3 1.2 <br />t7.5 <br />20.0 <br />20.0 <br />S-4 <br />21.5 I 11-5 <br />PUSH <br />7-7-10 <br />(17) <br />14-1.3-16 <br />(29) <br />LEAN CLAY WITH SAND: (CL). 1n•gle hrnwl.. <br />mol;1. hall. Cauc mn111r.l w.i'rr whllr (littler Starts using water at <br />Oelrolll ' leel <br />LEAN CLAY WITH SAND: (CL). Simrlal tv <br />Pl' _ ;aml,te splits <br />above with white deposit sneaks <br />h.9r�• i <br />LEAN CLAY: (CU. yeuaw-brown. wet. Pp - -j.5 is' <br />911 <br />tine In m?drum rTlained sand. Could rw <br />Sanity Clay same SII:yShcily <br />I_ <br />SANDY SILT: (`il). Ye <br />Claw-Ulowl% wlll'1 —1 pp = Sample Wits <br />Slight tdaCk and white mottlrnr�, moist. very <br />-tilt <br />AN WITH CLAY: (SP). —1 Ulillel notes sand of 'S <br />PIIORLY GRADEU SAND W I I pp = Sample S01,15UlanCye-[rrown with di51inC1 ruSl-Dla�.k 11 <br />weathering, we,. medium dense <br />) J <br />1 <br />I 1 <br />I 1 <br />J <br />1 <br />LOCATION <br />Stoc <br />PROJECT Foreward landfill <br />Pitcher Chrlkng <br />L,ompany <br />Approx. 39.0 feet <br />DRILLING CONTRACTOR <br />ELEVATION <br />4-7/8- Rotary <br />wash -Failing 750 <br />DRILLING METHOD AND EQUIPMENT <br />05/01!92 <br />LOGGER M. Homolka <br />Not Measured <br />START OS/Ot/92 FINISH <br />WATER -LEVELS <br />DESCRIPTION <br />COMMENTS <br />SAMPLE <br />STANDARDSOIL <br />3r= <br />O� >_ <br />PENETRATION <br />TEST <br />SOIL NAME. USCS GROUP SYMBOL. COLOR. <br />�� <br />UEPTH OF CASING. ORILLINC <br />wW a z a <br />RESULTS <br />MOISTURE CONTENT. RELATIVE DENSITY <br />DRILLING FLU10 LOSS <br />Inv aw > <br />OR CONSISTENCY. SOIL STRUCTURE. <br />T <br />TESTS AND INSTRUMENTATI <br />wm o <br />a� <br />(N) <br />MINERALOGY <br />uj ~ �? <br />Stall (it ming @ 11:00 am <br />C) (n _ <br />5 <br />5.0 .0 <br />11 1 S -t <br />(46) <br />6s <br />10.0 <br />10.0 <br />S 1-27-50/5 <br />_2 75 <br />11.5 <br />15.0 <br />5.0 <br />P6-3 1.2 <br />t7.5 <br />20.0 <br />20.0 <br />S-4 <br />21.5 I 11-5 <br />PUSH <br />7-7-10 <br />(17) <br />14-1.3-16 <br />(29) <br />LEAN CLAY WITH SAND: (CL). 1n•gle hrnwl.. <br />mol;1. hall. Cauc mn111r.l w.i'rr whllr (littler Starts using water at <br />Oelrolll ' leel <br />LEAN CLAY WITH SAND: (CL). Simrlal tv <br />Pl' _ ;aml,te splits <br />above with white deposit sneaks <br />h.9r�• i <br />LEAN CLAY: (CU. yeuaw-brown. wet. Pp - -j.5 is' <br />911 <br />tine In m?drum rTlained sand. Could rw <br />Sanity Clay same SII:yShcily <br />I_ <br />SANDY SILT: (`il). Ye <br />Claw-Ulowl% wlll'1 —1 pp = Sample Wits <br />Slight tdaCk and white mottlrnr�, moist. very <br />-tilt <br />AN WITH CLAY: (SP). —1 Ulillel notes sand of 'S <br />PIIORLY GRADEU SAND W I I pp = Sample S01,15UlanCye-[rrown with di51inC1 ruSl-Dla�.k 11 <br />weathering, we,. medium dense <br />) J <br />1 <br />I 1 <br />I 1 <br />J <br />1 <br />