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<br />Table 9. Daily mean streamflow for Site CC5. South Clear Creek above Lower Cabin Creek Reservoir near <br />Georgetown. Colorado <br /> <br />SITE NAME,--South Clear Creek above Lower Cabin Creek Reservoir near Georgetown, Colo. <br /> <br />SITE NUMBER.--CC5 <br /> <br />SITE IDENTIFICATION.--06714400 (downstream order number) <br /> <br />LOCATION.--Lat 39039'09", long 105042'25", in 8E1/48E1(4 s80.31, T.4 S., R.74 W., Clear Creek County, <br />HydrolOgic Un~t 10190004, on left bank at security fence, 6.5 mi south of Georgetown. <br /> <br />DRAINAGE AREA. - -11.8 mi2. <br /> <br />WATER-DISCaARGE RECORDS <br />PERIOD OF RECORD.--October 1994 to september 1995. <br /> <br />GAGE.--Water-stage recorder with satellite telemetry, Elevation of gage is 10,100 ft above sea level, from <br />topographic map. <br /> <br />REMARKS..-Estimated daily discharges: Nov. 15-30, Oeo. 9 to Mar. 14, Mar. 26 to Apr. 19, June 1, 2, <br />Aug. 2-11, Se~t. 1, 2, 11, and Sept. 12. Records poor. No known diversions upstream of station. <br /> <br />DAY <br /> <br />TOTAL <br />MEAN <br />MAX <br />MIN <br />AC-FT <br /> <br />DeT <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />6 <br />7 <br />8 <br />9 <br />10 <br /> <br />5,5 <br />5.7 <br />5.6 <br />5.6 <br />5.5 <br />5,5 <br />5.5 <br />5.5 <br />5.6 <br />5.6 <br />5,6 <br />5.3 <br />5.1 <br />5.1 <br />5.1 <br />5.2 <br />5.2 <br />5.2 <br />5.5 <br />5,2 <br />5.3 <br />5.2 <br />5.2 <br />5,3 <br />5.3 <br />5.' <br />5.' <br />5.' <br />5.1 <br />." <br />'.5 <br /> <br />NDV <br /> <br />DISCHARGE (CUBIC FEET PER SECOND), WATER YEAR OCTOBER 1994 TO SEPTEMBER 1995 <br />DAILY MEAN VALUES <br /> <br />'.5 <br />4.' <br />4,4 <br />4,6 <br />'.8 <br />5.1 <br />5.0 <br />',8 <br />',8 <br />5.0 <br />5.0 <br />5.4 <br />'.8 <br />'.5 <br />... <br />'.2 <br />',1 <br />',0 <br />3.' <br />3.8 <br />3,8 <br />3.7 <br />3.7 <br />3.6 <br />3.6 <br />3.6 <br />3.6 <br />3.7 <br />3.8 <br />4,0 <br /> <br />128.6 <br />4.29 <br />5,' <br />3.6 <br />255 <br /> <br />SUMMARY STATIBTtCS <br />ANNUAL TOTAL <br />ANNUAL MEAN <br />HIGHEST DAILY ~AN <br />LOWEST DAILY MEAN <br />ANNUAL SEVEN-DA~ MINIMUM <br />INSTANTANEOUS P~AK FLOW <br />INSTANTANEOUS PElAK STAGE <br />ANNUAL RUNOFF (.~C-FT) <br />10 PERCENT EXCEEloS <br />50 PERCENT EXCEElos <br />90 PERCENT EXCEE:OS <br /> <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />" <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br /> <br />165.1 <br />5.33 <br />5.7 <br />',5 <br />327 <br /> <br />DEe <br />4,1 <br />4,0 <br />3,9 <br />3.' <br />3.' <br />3,' <br />3,9 <br />3,8 <br />3.7 <br />3.5 <br />3,4 <br />3,3 <br />3.2 <br />3.1 <br />3.0 <br />2,' <br />2,8 <br />2.8 <br />2.7 <br />2,6 <br />2.5 <br />2.5 <br />2.4 <br />2,3 <br />2,3 <br />2.2 <br />2,2 <br />2,1 <br />2.1 <br />2.1 <br />2.1 <br /> <br />93.2 <br />3.01 <br />4.1 <br />2.1 <br />185 <br /> <br />a-Also occurred Feb 5-13. <br /> <br />JAN <br />2.0 <br />2.0 <br />2.0 <br />2,0 <br />2,0 <br />2.0 <br />2.0 <br />1.' <br />1.' <br />1., <br />1.' <br />1.' <br />1.' <br />1.' <br />1.' <br />1.' <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.7 <br /> <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br /> <br />57.4 <br />1.85 <br />2.0 <br />1.7 <br />11. <br /> <br />FE8 <br />1.7 <br />1.7 <br />1.7 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.6 <br />1.7 <br />1.7 <br />1.8 <br />1.' <br />1., <br />2,0 <br />2,0 <br />2.1 <br />2.1 <br />2.1 <br />2,1 <br />2,1 <br />2,1 <br />2.0 <br />2.0 <br /> <br />50.7 <br />1. 81 <br />2,1 <br />1.6 <br />101 <br /> <br />MAR <br /> <br />2,0 <br />1., <br />1.' <br />1.' <br />1.9 <br />1.' <br />1.' <br />1.' <br />1., <br />1.' <br />2.0 <br />2.0 <br />2,1 <br />2,2 <br />2.8 <br />2.3 <br />2.3 <br />2.3 <br />2.2 <br />2.1 <br />2,2 <br />2.3 <br />1.' <br />1.' <br />1.' <br />1., <br />1.' <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br /> <br />62.6 <br />2.02 <br />2,8 <br />1.8 <br />124 <br /> <br />APR <br /> <br />59.5 <br />1.98 <br />2,' <br />1.7 <br />118 <br /> <br />FOR 1995 WATER YEAR <br />5599.0 <br />15.3 <br />107 Jun 18 <br />iil1.6 Feb 4 <br />1.6 Feb 4 <br />N()t determined <br />3.43 Jun 19 <br />11110 <br />58 <br />'.5 <br />1.8 <br /> <br />MAY <br /> <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.8 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.7 <br />1.8 <br />1.8 <br />1.' <br />1.' <br />2.0 <br />2,1 <br />2.1 <br />2,1 <br />2.2 <br />2.' <br />2.4 <br />2.' <br />2.6 <br />2,8 <br />2.9 <br /> <br />8.6 <br />6,2 <br />7,1 <br />7,0 <br />8.3 <br /> <br />'.2 <br />11 <br />10 <br />'.0 <br />8.' <br /> <br />8.' <br />'.8 <br />10 <br />10 <br />11 <br />11 <br /> <br />204.0 <br />6.58 <br />11 <br />2.' <br />405 <br /> <br />2,' <br />3.3 <br />3.3 <br />3.2 <br />3,4 <br /> <br />3,4 <br />3.5 <br />3.3 <br />3,2 <br />3,' <br /> <br />3,7 <br />4.2 <br />',1 <br />5,2 <br />7,' <br /> <br />JUN <br />15 <br />20 <br />23 <br />25 <br />32 <br />.0 <br />.0 <br />'0 <br />38 <br />33 <br />36 <br />47 <br />61 <br />72 <br />80 <br /> <br />1925 <br />64.2 <br />107 <br />15 <br />3820 <br /> <br />26 Hydrologic and Water-Quality Data. Guanella Pass Area, Coloredo. Water Yesr 1995 <br /> <br />JUL <br /> <br />91 <br />103 <br />107 <br />100 <br />87 <br />93 <br />96 <br />8' <br />82 <br />80 <br />78 <br />80 <br />82 <br />78 <br />77 <br /> <br />63 <br />60 <br />61 <br />59 <br />60 <br />54 <br />46 <br />45 <br />45 <br />41 <br />37 <br />35 <br />34 <br />33 <br />35 <br />37 <br />1'739 <br />56.1 <br />74 <br />33 <br />3450 <br /> <br />74 <br />70 <br />68 <br />63 <br />58 <br />58 <br />61 <br />61 <br />62 <br />66 <br />70 <br />72 <br />72 <br />72 <br />67 <br /> <br />AUO <br />33 <br />30 <br />28 <br />27 <br />26 <br />25 <br />23 <br />22 <br />22 <br />22 <br />23 <br />25 <br />26 <br />26 <br />25 <br />24 <br />23 <br />22 <br />22 <br />22 <br />24 <br />25 <br />22 <br />21 <br />21 <br />21 <br />20 <br />20 <br />20 <br />18 <br />18 <br />726 <br />23.4 <br />33 <br />18 <br />1440 <br /> <br />BEP <br /> <br />18 <br />17 <br />16 <br />16 <br />16 <br />16 <br />16 <br />16 <br />15 <br />14 <br />14 <br />13 <br />13 <br />13 <br />13 <br />12 <br />12 <br />12 <br />11 <br />12 <br />12 <br />11 <br />11 <br />10 <br />10 <br />9.' <br />9.6 <br />9,7 <br />9.9 <br />'.8 <br /> <br />387.9 <br />12.9 <br />18 <br />9.6 <br />769 <br />