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Tlbll 3..-0aily mlan discharge, GS02 (Mower Ditch at indiena Street), water year 1996 MOWER DITCH AT INDIANA STREET SITE NUMBER.--GS02 STATION IDENTIFICATION.-'39525310S095500 LOCATION.--Lat 39QS2'S3U, long 105009'55", in NE1/4NE1/4 sec. 13, T. 2 S.. R.70 W., Jefferson County, Hydrologic Unit 10190003, Rocky Flats Environmental Technology Site, 150 feet upstream from Indiana St. DRAINAGE AREA.--l.66 mi2, PERIOD OF RECORD.'.March 1994 to current year. GAGE.--Water-staqe recorder and Parshall flume. Elevation of qage is 5,678 ft above sea level. REMARKS.--Records fair except for estimated daily discharges, which are poor. Flow in Mower Ditch diverted from Woman Creek, approximately 1/4 mile upstream from station GSOI (395240105095500). DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996 DAILY MEAN VALUBS DAY OCT NOV DEe JAN FEB MAR A'R MAY JUN JUL AUO SEe 1 .00 .01 .31 a.OO e.OO .06 .25 .03 ..2 .00 .00 .00 2 .00 .03 .20 a.OO a.OO .06 .21 .03 .26 .00 .00 .00 3 .00 .07 .14 e.17 e.OO .07 .15 .02 .21 .00 .00 .00 . .00 .11 .12 a.OO a.OO .13 .23 .01 .15 .00 .00 .00 5 .00 .10 .06 e.OO a.15 .15 .94 .02 .11 .00 .00 .00 6 .00 .06 .06 a.OO 1.' .13 1.2 .02 .10 .00 .00 .00 7 .00 .05 .06 a.OO 1.2 .09 .71 .02 .09 .00 .00 .00 6 .00 .05 .06 a.39 .96 .06 .46 .02 .06 .00 .00 .00 , .00 .05 a.08 .53 .71 .12 .33 .06 .02 .00 .00 .00 10 .00 .06 e.09 e.20 .50 .19 .2' .49 .01 .00 .00 .00 11 .00 .0' e.l0 e.l0 .2' .18 .21 .20 .01 .00 .00 .00 12 .00 .0' .12 e.l0 .16 .12 .22 .09 .00 .00 .00 .00 13 .00 .03 .06 a.l0 .17 .11 .21 .04 .00 .00 .00 .00 " .00 .07 .05 a.20 .20 .38 .27 .03 .00 .00 .00 .00 15 .00 .06 .05 a.20 .17 ..2 .2' .00 .06 .00 .00 .00 16 .00 .06 .05 .22 .14 .76 .18 .00 .25 .00 .00 .00 17 .00 .05 .05 a.15 .11 ,76 .13 .00 .04 .00 .00 .00 lS .00 .06 .05 a.OO .13 .'2 .07 .01 .00 .00 .00 .00 19 .00 .06 a.04 e.OO .11 .32 .06 .00 .00 .00 .00 .00 20 .00 .06 e.02 e.OO .06 .38 .04 .00 .00 .00 .00 .00 21 .00 .06 e.02 a.OO .12 .56 .06 .00 .00 .00 .00 .00 22 .00 .07 a.02 e.OO .13 .43 .16 .00 .00 .00 .00 .00 23 .00 .05 a.01 a.OO .07 .32 .40 .00 .00 .00 .00 .00 2. .00 .05 e.01 e.OO .05 .32 .16 .00 .00 .00 .00 .00 25 .00 .03 e.02 e.OO .05 .32 .06 1.3 .00 .00 .00 .00 2' .04 .01 8.06 e.OO .06 .32 .04 5.1 .00 .00 .00 .00 27 .01 .05 .04 e.OO .07 .66 .03 3.7 .00 .00 .00 .00 26 .01 .06 e.01 e.OO .06 .69 .04 1.. .00 .00 .00 .18 2' .01 .2' e.01 a.OO .06 .54 .07 1.' .00 .00 .00 .03 30 .01 .51 e.02 e.OO .'2 .04 .66 .00 .00 .00 .00 31 .01 .01 e.OO .33 .60 .00 .00 TOTAL 0.09 2.43 2.10 2.36 7.16 10.08 7.47 15.95 1.81 0.00 0.00 0.21 MEAN .003 .081 .068 .076 .25 .33 .25 .51 .060 .000 .000 .007 MAX .04 .51 .31 .53 1.. .69 1.2 5.1 .'2 .00 .00 .18 MIN .00 .01 .01 .00 .00 .06 .03 .00 .00 .00 .00 .00 AC.'" .2 '.6 '.2 '.7 14 20 15 32 3.' .00 .00 .. STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1994 1996, BY WATER YEAR (WY) MEAN .001 .045 .036 .044 .16 .18 .93 1.25 .48 .18 .065 .002 MAX .003 .081 .068 .076 .25 .33 2.06 3.05 1.39 .53 .19 .007 1m) 1996 1996 1996 1996 1996 1996 1995 1995 1995 1995 1995 1996 MIN .000 .008 .005 .012 .075 .041 .25 .19 .000 .000 .000 .000 1m) 1995 1995 1995 1995 1995 1995 1996 1994 1994 1994 1994 1994 SUMMARY STATISTICS FOR 1995 CALENDAR YEAR FOR 1996 WATER YEAR WATER YEARS 1994 1996 ANNUAL TOTAL 228.80 49.66 ANNUAL MEAN .63 .14 .36 HIGHEST ANNUAL MEAN .62 1995 LOWEST ANNUAL MEAN .14 1996 HIGHEST DAILY MEAN 6.6 May 17 5.1 May 26 6.6 May 17 1995 LOWEST DAILY MEAN a.OO Jan 1 a.OO Oct 1 a.OO Mar 24 1994 ANNUAL SEVEN-DAY MINIMUM .00 Jan 1 .00 Oct 1 .00 May 19 1994 ANNUAL RUNOFF (AC- FT) 45' 99 272 10 PERCENT EXCEEDS 2.7 .32 .49 50 PERCENT EXCEEDS .02 .02 .00 90 PERCENT EXCEEDS .00 .00 .00 a No flow many days e Estimated 10 Surface-Waler Quanllty and QUIUty 0118, Rocky FilII Envlronmenlal Technology Slle Naar Denver, Colorado, Waler Year 1996