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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: 6 <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />DEPTH <br />IN FEET <br />SURFACE ELEVATION: 98.75 <br />GEOLOGY <br />N <br />WB <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 />19' <br />1 " <br />— (0 -6") Fill: Brown Silty Sand with Gravel, (SM), <br />Moist <br />Fill <br />9 <br />N <br />1 <br />SBS <br />15 <br />F -350 / CME 45B <br />2- <br />BORING COMPLETED: 07/28/07 <br />(6"-5') Fill: Mixture of Black, Organic, Silty <br />3 <br />Sand (OL -SM), Clay (OL -CL), Gravel and <br />4 <br />N <br />2 <br />SBS <br />14 <br />4_ <br />Fly Ash, Moist <br />5 <br />(5' -10') Black- Brown, Fabric Peat (Pt) with <br />6 <br />Organic Silt (OL) Lenses, Moist <br />Organic Sediments <br />3 <br />N <br />3 <br />SBS <br />12 <br />7- <br />8- <br />3 <br />N <br />4 <br />SBS <br />8 <br />9- <br />10 <br />(10' -15') Black, Organic Silty Clay (OL- <br />11- <br />CL), Wet, Soft <br />1 <br />N <br />5 <br />SBS <br />10 <br />12 <br />13- <br />Wet @ 12.5 feet <br />1 <br />Y <br />6 <br />SBS <br />0 <br />14- <br />15 <br />16- <br />(15-17.5') Grey, Silty Clay, (CL), Wet, Very Soft <br />Glacial Outwash <br />1 <br />Y <br />7 <br />SBS <br />6 <br />17- <br />18- <br />11 <br />Y <br />8 <br />SBS <br />8 <br />19- <br />(17.5'- 22.5') Grey Sand, fine grained, well <br />graded, with a lithe Gravel, (SW), Wet, <br />20- <br />Medium Dense <br />WEATHER: Clear <br />21- <br />Continue <br />12 <br />Y <br />9 <br />SBS <br />4 <br />TEMP: 770 <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 />UKILLINIb <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 />-28- <br />