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SOIL BORING LOG <br />WATER LEVEL MEASUREMENTS <br />DATE <br />07/25/07 <br />07/25/07 <br />TIME (HRS) <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />UKILLINU <br />MUD <br />LEVEL <br />WATER LEVEL <br />2:30 <br />41.5' <br />40' <br />N/A <br />N/A <br />None BCR <br />3:00 <br />22' <br />N/A <br />15.0' ACR <br />BR <br />METHOD: 3 1/4" HAS <br />2" OD SBS <br />F -350 / CME 45B <br />BORING COMPLETED: <br />07/25/07 <br />- 2 3 - <br />PROJECT: Valor Site, Ryan Industrial Park, City of Little Canada <br />LOG OF BORING NO: 3 <br />DEPTH <br />SURFACE ELEVATION: 99.50 <br />GEOLOGY <br />N <br />WB <br />SAMPLE <br />LAB & OTHER TESTS <br />IN FEET <br />DESCRIPTION & CLASSIFICATION <br /># <br />TYPE <br />R <br />W <br />DEN <br />L.L. /P.L. <br />21- <br />(continued) <br />22- <br />(20'-25') Dark Grey Clay (CL) with Silt <br />23- <br />(ML) Lenses, Wet, Soft <br />24- <br />25 <br />26- <br />Glacial Outwash <br />14 <br />Y <br />10 <br />SBS <br />8 <br />27 <br />(25-30') Grey, Silty Sand, very fine <br />grained, (SM), Wet, Medium Dense <br />28- <br />29- <br />30 <br />31- <br />32- <br />(301- 41.5') Grey Sand, well graded, (SW), <br />Wet, Medium Dense <br />16 <br />Y <br />11 <br />SBS <br />6 <br />33- <br />34- <br />35- <br />36- <br />15 <br />Y <br />12 <br />SBS <br />8 <br />37- <br />38- <br />39- <br />40 <br />WEATHER: Clear <br />41- <br />End of Boring @ 40'. No Refusal. <br />12 <br />Y <br />13 <br />SBS <br />7 <br />TEMP: 90° <br />WATER LEVEL MEASUREMENTS <br />DATE <br />07/25/07 <br />07/25/07 <br />TIME (HRS) <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />UKILLINU <br />MUD <br />LEVEL <br />WATER LEVEL <br />2:30 <br />41.5' <br />40' <br />N/A <br />N/A <br />None BCR <br />3:00 <br />22' <br />N/A <br />15.0' ACR <br />BR <br />METHOD: 3 1/4" HAS <br />2" OD SBS <br />F -350 / CME 45B <br />BORING COMPLETED: <br />07/25/07 <br />- 2 3 - <br />