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Date started: 1112412008 <br /> Locatlon: See Boring location Plan <br /> Groundwater(fty HU(�j:20.5 fast wh0e drft Date Completed: 1 i/24/2008 <br /> Drilling Company: Custom Auger Equipment: CME-55 Logged By: B.Mustain <br /> Auger Diameter(In): 4" Drilling Method: Solid Stem Auger <br /> Hammer Type: Cathead <br /> FIELD LABORATORY <br /> DESCRIPTION <br /> App.Surf"Elevation(11):5550.8 C E <br /> Surface Condition: OrassM%edwCkavel E m a N ' Ills <br /> 550 FdI: 3 SP'T Concrete <br /> 1 Silty SAND(SM)with gravel,medium-to IQQQM is Bento�dts <br /> Coanza-grained,reddish-broom.slightly 14 <br /> 2 moist medium dense. 22 SPT <br /> iwm RREM <br /> FWI: 20 <br /> SNghty Sandy CLAY(CL),reddish-brown, 11 <br /> 4 moist firm. <br /> INOM 4 SFT <br /> S 4 <br /> 5 <br /> 5543 6 Sandy CLAY(CL)with Silt,reddish-brown, e <br /> moist,firm. s SPT <br /> 7 8 <br /> 9 <br /> 8 9 <br /> 3 SPT <br /> 9 8 <br /> 8 <br /> 1 8 <br /> 540 11 7 SPT <br /> 9 <br /> 12 s <br /> 10 SPT <br /> 13 11 low <br /> 13 Sand <br /> 14 15 <br /> 8 SPr <br /> 15 10 0.01" <br /> 13 Screen <br /> 5535 6- <br /> reddish-brown,:; Silty SAND(SM).fine-grained, 119 <br /> slightly moist,dense. 18 SFr <br /> 17 17 <br /> 1s <br /> 18 1e <br /> 8 SFT <br /> 19 8 <br /> 12 <br /> 2 27 <br /> 5530 24 SPT <br /> 21 24 <br /> 28 <br /> 24 <br /> 18 SPr <br /> 23 8 <br /> 12 <br /> 23 <br /> 24 <br /> SHALE Bedrock(Pierre Shale Formation). <br /> - dark re ,moist,hard. <br /> 5525 26_ Monitoring Weil lrutalled <br /> Boring terminated at approximately 24.5 feet below ground surface. <br /> 27- Groundwater was encountered at 20.5 fleet below ground surface during drilling. <br /> 28- <br /> 29- <br /> 30- <br /> �� BORING LOG BORING <br /> KLE/NFELOER CSU-Clear Spring Ranch Monitoring Wells <br /> �1 Northwest of Ray Nixon Road and Interstate 25 GP-2-6 <br /> Drafted By: B.Mustain project Number. Colorado Springs,Colorado <br /> Date: December,ZOOS 99533 Pape t or t <br /> cWAft MWWA .W-2005 <br />