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<br />'".-'" ,~, -'. <br /> <br />,',,------.'--- ~.....;..~.,~;;.,_.._. <br /> <br />.1".,;. <br /> <br />SOIL BORING LOG <br /> <br />DEVELOPMENT ENGINEERING P.A. <br />1296 Hudson Road <br />SI. Paul Mn 55106 <br /> <br />I PROJECT: West of Hamline Ave and Ingerson Rd <br />I . L,OG OF BORING NO: 1 <br />I <br /> DEPTH SURFACE ELEVATION: 99.33 GEOLOGY N WB SAMPLE LAB & OTHER TESTS <br /> IN FEET DESCRIPTION & CLASSIFICATION # TYPE R W DEN L.L.fP .L. <br /> 21- Continued Glacial Till <br />, 2'~ <br /> .!."- . <br /> 23- "- Stiff @ 22.5' 9 N 10 SBS 18 <br /> 24- <br /> 25- <br /> 26- 15 N 11 SBS 3 <br /> 27- <br /> 28- <br /> 29- I <br /> 30- <br /> 31- 12 N 12 SBS 18 <br /> 32- End of Boring at 31.5'. No Refusal. <br /> 33- <br /> 33- - <br /> -- ..- --- <br /> .. -- . - -- - <br /> 35- -- <br /> 36- <br /> 37- <br /> 38- <br /> .. -39= - --- ~.. -- ....- ------ ---- ---- <br /> 40- WEATHER: Cloudy <br /> 41- . TEMP: 36' <br /> <br /> <br /> WATER LEVEL MEASUREMENTS <br /> TIME SAMPLED CASING CAVE-IN MUD <br />DATE (HRS) DEPTH DEPTH DEPTH LEVEL WATER LEVEL ELS <br />3/3/04 9:20 31.5' 30' N/A NlA DRY BCR METHOD: 3 1/4" HAS <br />3/3104 9:50 27' N/A 12' ACR 2" OD SBS <br />314104 9:00 19.3' N/A 4.5' F-350 I CME 45B <br /> BORING COMPLETED: I 3/3/04L <br /> <br /> <br />