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SOIL BORING LOG DEVELOPMENT ENGINEERING , PA <br /> 1296 Hudson Road <br /> St.Paul,Mn 55106 <br /> PROJECT: Carlson Estate <br /> LOG OF BORING NO: 2 <br /> DEPTH SURFACE ELEVATION: 819.97 GEOLOGY N WB SAMPLE LAB&OTHER TESTS <br /> IN FEET DESCRIPTION&CLASSIFICATION # I TYPE R W DEN L.L./P.L. <br /> -4" Ashalt 4"- Pavement Section <br /> 1- 10" Limestone Class 5 Gravel <br /> (10"-2.5')Brown,Silty Sand with Class 5 Gravel <br /> 2- (SM),Moist FIII <br /> 3- (25-11.5)Brown,Sandy Clay with a little Gravel 8 N 1 SBS 12 <br /> (CL),and with fine grained sand laminations(SP), <br /> 4- Mottled,Moist,Medium Glacial Till <br /> 5- at 5 feet no sand laminations <br /> 6- 7 N 2 SBS 14 <br /> 7- <br /> 8- 7 N 3 SBS 14 <br /> 9- <br /> 10- <br /> 11- 8 N 4 SBS 16 <br /> 12- End of Boring at 11.5 feet. No Refusal. <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20- WEATHER: Sunny <br /> 21- TEMP: 80o <br /> WATER LEVEL MEASUREMENTS DRILLING DATA <br /> UKILLINU <br /> SAMPLED CASING CAVE-IN MUD <br /> DATE TIME(HRS) DEPTH DEPTH DEPTH LEVEL WATER LEVEL CREW CHIEF: BR <br /> 6/12/08 12:00 11.5' 10' N/A N/A DRY BCR METHOD: 3 1/4" HAS <br /> 6/12/08 12:45 9' DRY ACR 2"OD SBS <br /> F-350/CME 45B <br /> BORING COMPLETED: 6/12/08 <br />