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SOIL BORING LOG <br />WATER LEVEL MEASUREMENTS DRILLING DATA <br />PROJECT: Valor Site, Ryan Industrial Park, City of Little Canada <br />TIME (HRS) <br />LOG OF BORING NO: 4 <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />UKILLINL, <br />MUD <br />LEVEL <br />DEPTH <br />SURFACE ELEVATION: 101.00 <br />GEOLOGY <br />N <br />WB <br />SAMPLE <br />LAB & OTHER TESTS <br />IN FEET <br />DESCRIPTION & CLASSIFICATION <br />METHOD: 3 1/4" HAS <br />07/26/07 <br />12:00 <br /># <br />TYPE <br />R <br />W <br />DEN <br />L.L. /P.L. <br />(0 -5') Fill: Mixture of Black, Organic, Silty <br />Fill <br />F -350 / CME 45B <br />1 <br />Sand (OL -SM), Clay (OL -CL), Gravel and <br />BORING COMPLETED: 07/26/07 <br />20 <br />N <br />1 <br />SBS <br />8 <br />2_ <br />Fly Ash, Moist <br />3- <br />20 <br />N <br />2 <br />SBS <br />10 <br />4- <br />5 <br />6- <br />(5' -7.5') Black- Brown, Hemic Peat (Pt), <br />Moist <br />Organic Sediments <br />2 <br />N <br />3 <br />SBS <br />10 <br />7- <br />8- <br />3 <br />Y <br />4 <br />SBS <br />12 <br />(7.5' -10') Grey, Silty Sand, very fine <br />9- <br />grained, (SM), Wet, Very Loose <br />Glacial Outwash <br />10 <br />11- <br />(10'- 26.5') Grey, Sand, very fine grained to <br />fine grained, poorly graded, (SP), Wet, <br />15 <br />Y <br />5 <br />SBS <br />14 <br />12- <br />Medium Dense <br />13- <br />11 <br />Y <br />6 <br />SBS <br />8 <br />14- <br />15- <br />16- <br />14 <br />Y <br />7 <br />SBS <br />8 <br />17- <br />Loose @ 17.5 feet <br />18 <br />9 <br />Y <br />8 <br />SBS <br />12 <br />19- <br />20- <br />WEATHER: Clear <br />21- <br />Continue <br />7 <br />Y <br />9 <br />SBS <br />10 <br />TEMP: 80o <br />WATER LEVEL MEASUREMENTS DRILLING DATA <br />DATE <br />TIME (HRS) <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />UKILLINL, <br />MUD <br />LEVEL <br />WATER LEVEL <br />BR <br />07/26/07 <br />8:00 <br />26.5' <br />26' <br />N/A <br />N/A <br />None BCR <br />METHOD: 3 1/4" HAS <br />07/26/07 <br />12:00 <br />16' <br />N/A <br />9.0' ACR <br />2" OD SBS <br />F -350 / CME 45B <br />BORING COMPLETED: 07/26/07 <br />- 2 4 - <br />