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SOIL BORING LOG <br />I WATER LEVEL MEASUREMENTS <br />PROJECT: Valor Site, Ryan Industrial Park, City of Little Canada <br />TIME (HRS) <br />LOG OF BORING NO: 6 <br />CASING <br />DEPTH <br />DEPTH <br />IN FEET <br />SURFACE ELEVATION: 98.75 <br />GEOLOGY <br />N <br />VC/E3 <br />SAMPLE <br />LAB & OTHER TESTS <br />DESCRIPTION & CLASSIFICATION <br />N/A <br /># <br />TYPE <br />R <br />W <br />DEN <br />L.L. /P.L. <br />21- <br />(continued) <br />12.0' ACR <br />2" OD SBS <br />F -350 / CME 45B <br />22- <br />BORING COMPLETED: 07/28/07 <br />23- <br />15 <br />Y <br />10 <br />SBS <br />10 <br />24 <br />(22.5 -25') Grey Sand, fine grained, poorly <br />graded, (SP), Wet, Medium Dense <br />25 <br />26- <br />27- <br />(25' -30') Grey Sand, well graded, with a <br />little Gravel, (SW), Wet, Medium Dense <br />21 <br />Y <br />11 <br />SBS <br />12 <br />28- <br />14 <br />Y <br />12 <br />SBS <br />11 <br />29- <br />30 <br />31- <br />32- <br />(301- 36.5') Grey Sand, fine grained, poorly <br />graded, (SP), Wet, Medium Dense <br />16 <br />Y <br />13 <br />SBS <br />10 <br />33- <br />34- <br />35 <br />36- <br />End of Boring @ 35'. No Refusal. <br />21 <br />Y <br />14 <br />SBS <br />10 <br />37- <br />38- <br />39- <br />40- <br />WEATHER: Clear <br />41- <br />TEMP: 77° <br />I WATER LEVEL MEASUREMENTS <br />DATE <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 />BR <br />07/28/07 <br />8:00 <br />36.5' <br />35' <br />N/A <br />N/A <br />None BCR <br />METHOD: 3 1/4" HAS <br />07/28/07 <br />8:30 <br />19' <br />N/A <br />12.0' ACR <br />2" OD SBS <br />F -350 / CME 45B <br />BORING COMPLETED: 07/28/07 <br />- 2 9 - <br />