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Date Scatted: 11212008 <br /> Location: See goring Location Plan Date Completed: 11212000 <br /> Groundwater(ft): None at orlana <br /> Drilling Company, Custom Auger Equipment: CME-55 Logged By: B.Mustain <br /> Auger Dlameter(in): 4" Drilling Mathod: Solid Stem Auger <br /> Hammer Type: Cathead <br /> FIELD LABORATORY <br /> DESCRIPTION <br /> g m � <br /> J App r-Surface Elevation(R):5548.0 <br /> Surface Condition: Grass/WeedslGravel ; E g <br /> Fill: 8 SPT <br /> 1 Very Clayey SAND(SC),reddish-brown, 7 <br /> moist,medium dense. 8 <br /> 7 2 <br /> 9 SPT <br /> 7 <br /> 5545 3 Fill: s <br /> 4 Sandy CLAY(CL),reddish-brown,moist, 7 <br /> firm. 2 SPT <br /> R <br /> S 4 <br /> 4 <br /> 6 5 <br /> 9 SPT <br /> 7 7 <br /> • Silty SAND(SM),fln"ralrW, 7 <br /> 5540 9 ���,slightly moist,medium 2 SPY <br /> use. 3 <br /> 9 5 <br /> ]0 7 <br /> Sandy CLAY(CL),fine-grained,firm, 8 SPT <br /> 11 medium brown. 7 <br /> Doom <br /> 9 <br /> 12 7 <br /> 3 SPT <br /> 5 <br /> 5535 13 e <br /> 7 <br /> 14 8 SPT <br /> 15 12 <br /> 20 <br /> 61: � Silty SAND(SM)with gravel,fine-to 19 <br /> medium-grained,light brown,slightly 22 SPT <br /> 28 <br /> 17 J moist, dense. 19 SPT <br /> 15 <br /> 5530 191 <br /> 18 <br /> 19 17 SPT <br /> 20 Ile <br /> Sandy CLAYSTONE Bedrock,viva-bra n, 28 <br /> SPT <br /> 21 moist,hard. 18 is <br /> 22 SHALE Bedrock(Pierre Shale Formation), <br /> 525 23- dark gray,moist,very hard. <br /> 24- Boring terminated at approximately 22.5 feet below ground surface. <br /> - Groundwater was not encountered during drilling. <br /> 25- Boring was backfllled with auger cuttings on 11/212008. <br /> 26- <br /> 27- <br /> 520 28- <br /> 29- <br /> x <br /> 30- <br /> BORING LOG BORING <br /> KLE/NFELOER CSU-Clear Spring Ranch Monitoring Wells <br /> �-� Northwest of Ray Nixon Road and Interstate 25 GP-2-3 <br /> 01 Drafted By. S.Mustain Project Number. Colorado Springs,Colorado <br /> 11 Date: December,2WO 9M3 1 Pape 1 of 1 <br /> CWpW K>MrdWw.ft 2=6 <br />