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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: 4 <br /> DEPTH SURFACE ELEVATION: 819.97 GEOLOGY N WBSAMPLE LAB&OTHER TESTS <br /> IN FEET DESCRIPTION&CLASSIFICATION # TYPE R W DEN L.L./P.L. <br /> Ashalt s"-1' Pavement Section <br /> 1- Limestone Class 5 Gravel <br /> (1'-7.5') Grey, Sandy Clay with a little <br /> 2- Gravel (CL), Moist, Medium Glacial Till <br /> 3- 7 N 1 SBS 12 <br /> 4- <br /> 5- <br /> 6- 8 N 2 SBS 14 <br /> 7- <br /> 8- (7.5'-10')Brown,Silty Clay(CL)with Gray,fine 7 N 3 SBS 14 <br /> grained Sand laminations(SP),Mottled,Moist, <br /> 9- Medium <br /> 10- <br /> (10'-11.5')Brown,Sandy Clay with a little Gravel <br /> 11- (CL),Mottled,Moist,Stiff 10 N 4 SBS 14 <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- 1 TEMP: 80f <br /> WATER LEVEL MEASUREMENTS DRILLING DATA <br /> UKILLIN <br /> SAMPLED CASING CAVE-IN MUD <br /> DATE TIME(HRS) DEPTH DEPTH DEPTH LEVEL WATER LEVEL CREW CHIEF: BR <br /> 6/12/08 10:00 11.5' 10' N/A N/A DRY BCR METHOD: 3 1/4" HAS <br /> 6/12/08 10:45 9' DRY ACR 2" OD SBS <br /> F-350/CME 45B <br /> BORING COMPLETED: I 6/12/0$ <br />