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f <br /> Location: See Boring Location Plan Date Started: 11242008 <br /> Groundwater(ft): None at DrMhV Date Completed: 11242M <br /> Drilling Company: Custom Auger Equipment: CME-55 Logged By. B.Mustain <br /> Auger Dlemeter(in): 4" DnTing Method: Solid Stem Auger <br /> Hammer Type: Cathead <br /> FIELD LABORATORY <br /> DESCRIPTION <br /> 8 Appx.Surface Ekwfio t(ft):5548.6 o� m <br /> c Surface Condition: GrassAftedsCiravelis <br /> mN <br /> FNL- 4 SPT <br /> 1 Silty SAND(SM)with gravel,fine-to 7 <br /> medium-grahied,reddish-broom.moist, 9 <br /> medium dense. 1 9 <br /> 2 Slightly Sandy CLAY(CL),reddish-brown to 8 SPT <br /> 3 medium brown,moist firm. 9 <br /> a <br /> 545 9 <br /> 4 5 SPT <br /> 5 $ <br /> 12 <br /> 6 23 <br /> 3 SPT <br /> 7 a <br /> 8 <br /> 8 <br /> 8 4 SPT <br /> 540 a <br /> 9 a <br /> a <br /> 10 a SPT <br /> 11 9 <br /> 9 <br /> 16 <br /> 12 9 SPT <br /> 13 11 <br /> 17 <br /> 535 25 <br /> Silty SAND(SM)with gravel,medium-to 24 SPT <br /> coarse-grained,light brown,slightly 24 <br /> IS moist,dense. 29 <br /> 16 18 SPT <br /> 17 17 <br /> 16 <br /> 16 <br /> 18 17 SPT <br /> 5530 Y4 <br /> 19 37 <br /> 2 SHALE Bedrock(Pierre Shale FomlaBon), <br /> dark gW,molst,very hard. sPT <br /> 21 - <br /> 22— Boring terminated at approximately 20.5 feet below ground surface. <br /> - Groundwater was not encounterod during drilling. <br /> 23— Boring was backfilled with auger cuttings on 1124200B. <br /> 5525 24— <br /> 25— <br /> r� BORING LOG BORING <br /> KLE/NFELOER CSU-Clear Spring Ranch Monitoring Wells <br /> Northwest of Ray Nixon Road and Interstate 25 GP-2-7 <br /> Dratted By: B.Mustain Project Number. Colorado Springs, Colorado <br /> Date: December,2008 99M Papa 1 of 1 <br /> CopyfgW KNkr ldw.ft 200a <br />