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Location: See Boring Location Plan Date Started: 1112412006 <br /> Groundwater(ft): None at Dn%V Date Completed: 1112412008 <br /> Drilling Company: Custom Auger Equipment CME-55 Logged W. B.Mustain <br /> Auger Diameter(in): 4" Drilling Method: Solid Stem Auger <br /> Hammer Type: Cathead <br /> FIELD LABORATORY <br /> DESCRIPTION <br /> Appx.Surface Elevation(ft):55a8A S A P <br /> LP sp <br /> n Surface Condition: GrsssWeedrdGravel So <br /> Fill: 4 SPT <br /> I Clayey SAND(SC),fine-to medium-grained, to <br /> reddistr-brown,sightly moist,medium 7 <br /> 2 dense. 7 <br /> 9 SPT <br /> 3 12 <br /> 1545 11 <br /> 4 Fin: 9 <br /> Silly CLAY(CL)with sand,fine-grained, 4 SPT <br /> 5 reddish-brown,dive,moist,firm. s <br /> s <br /> 6 Slightly Sandy SILT(ML),reddish-brown, <br /> olive,waist,fine. 11 SPT <br /> 7 12 <br /> e <br /> 8 9 <br /> 540 4 SPT <br /> 9 s <br /> s <br /> 10 e <br /> Sandy CLAY(CL),medium brown,moist, 5 ISPT <br /> 11 firm. 7 <br /> 8 <br /> 12 10 <br /> 4 SPT <br /> 10 <br /> 5535 3- <br /> Silty SAND(SM),fine-to medium-grained, 9 <br /> 14 - light brown to medium brown,moist, 12 <br /> medium dense to dense. 1z SPT <br /> 15 15 <br /> 21 <br /> 19 <br /> 16 9 SPT <br /> 17 11 <br /> 13 <br /> 14 <br /> 530 18 13 SPT <br /> 19 1s <br /> 15 <br /> 20 17 <br /> 8 SPT <br /> 21 13 <br /> SHALE Bedrock(Pierre Shale Formatlon), 1s <br /> 22 dark gray,moist,very hard. 20 <br /> sane• SPT <br /> 52s � <br /> 24— <br /> Boring terminated at approximately 23.5 W below ground surface. <br /> 2b— Groundwater was not encountered during drilling. <br /> Boring was backfilled with auger cuttings on 1112412008. <br /> 27— <br /> 520 <br /> 29— <br /> 30— <br /> BORING LOG BORING <br /> KLE/NFELDER <br /> CSU-Clear Spring Ranch Monitoring Welts <br /> �--� Northwest of Ray Nixon Road and Interstate 25 GP-2-5 <br /> Drafted By: S.Mustain Project Number. Colorado Springs, Colorado <br /> Date: December,2008 99533 Pope 1 of 1 <br /> copynpht KMhVde,ft 2008 <br />