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Tabla 11.-Daily mean discharge, GS16 (Antelope Springs Creek above Woman Creek), water year 1996 ANTELOPE SPRINGS CREEK ABOVE WOMAN CREEK SITE NUMBER.--GS16 STATION IDENTIFICATION.--395301105120BOO LOCATION. M 'Lat 39053' 01" , long 105012'08", in NW1/4NW1/4 8eo.14, T.2 S.. R.70 W., Jefferson County, Hydrologio Unit 10190003, Rocky Flats Environmental Technology Site, 750 feet upstream from the confluence with Woman Creek. DRAINAGE AREA.--O.21 mi2, PERIOD OF RECORD.--March 1994 to current year. GAGE.-'Water-staqe recorder and Parshall flume with weir plate. Elevation of qaqe is 5,900 ft above sea level. REMARKS.'-Records fair except for estimated daily discharges, which are poor. DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996 DAILY MEAN VALUES DAY OCT NOV DEe Jl\N FES MAR APR MAY JON JOL Aue BEP 1 .04 .OS .08 .14 8.09 .06 .10 .08 .09 .03 .03 .03 2 .03 .OS .06 .12 8.08 .03 .09 .07 .07 .03 .03 .03 3 .03 .07 .06 9.16 e.07 .03 .08 .07 .07 .03 .03 .03 4 .03 .06 .06 .14 B,07 .11 .1S .07 .06 .03 .03 .03 S .02 .OS .06 .12 B.20 .11 .3S .07 .OS .03 .03 .03 6 .02 .OS .06 .12 8.40 .09 .22 .07 .OS .03 .03 .07 7 .02 .OS .07 B.12 8.60 .08 .14 .07 .OS .03 .03 .OS 8 .02 .04 .07 9.24 .3S .07 .12 .07 .OS .03 .03 .04 9 .02 .OS .16 .20 .20 .06 .10 .23 .OS .06 .03 .03 10 .02 .07 .18 .12 .13 .09 .09 .14 .OS .OS .03 .03 11 .02 .OS .11 .10 .14 .11 .10 .09 .04 .03 .03 .06 a2 .02 .04 .07 .11 .1S .10 .11 .07 .04 .03 .02 .08 13 .03 .08 .06 .13 .14 .13 .11 .06 .OS .04 .03 .06 14 .03 .08 .08 .13 .12 .14 .14 .06 .04 .03 .03 .07 lS .03 .06 .12 .13 .11 .21 .10 .OS .16 .03 .o~ .08 16 .03 .03 .11 .11 .12 .26 .09 .OS .08 .03 .OS .06 17 .03 .03 .13 .11 .10 .1S .07 .04 .06 .03 .03 .09 18 .03 .03 .14 .11 .10 .13 .07 .04 .OS .04 .06 ." 19 .03 .04 e.13 8.11 .09 .18 .07 .04 .04 .03 .04 .17 20 .03 .OS e.l0 e.ll .10 .26 .07 .04 .04 .03 .03 .07 21 .03 .OS B.20 B,lO .13 .17 .07 .04 .OS .02 .04 .06 22 .OS .04 B.18 e.ll .10 .13 .20 .04 .07 .03 .04 ,06 23 .06 .04 e.OO e.ll .09 .12 .10 .07 .OS .03 .04 .06 24 .09 .03 B.OO B.10 .09 .14 .07 .12 .04 .03 .03 .07 25 .06 .03 B.I0 e.ll .09 .13 .06 .65 .04 .03 .03 .09 26 .04 .04 B.I0 B.ll .09 .10 .06 1.S .04 .03 .03 .1S 27 .04 .06 8.40 8.10 .09 .16 .06 .25 .04 .03 .04 .26 28 .04 .07 B.50 B.ll .10 .25 .08 .24 .04 .03 .04 .11 29 .04 .17 8.35 B.12 .09 .14 .07 .19 .04 .OS .04 .08 30 .04 .10 .40 B.12 .13 .07 .13 .04 .04 .04 .07 31 .04 .16 e.ll .11 .10 .03 .03 TOTAL 1.06 1.66 4.30 3.83 4.23 3.98 3.21 4.81 1.64 1.02 1.05 2.50 MEl\N .034 ,055 .14 .12 .1S .13 .11 .16 .055 .033 .034 .083 MAX .09 .17 .SO .24 ..0 .26 .3S 1.' .1' .0' .0' ." MIN .02 .03 .00 .10 .07 .03 .0' .04 .04 .02 .02 .03 AC-PT 2.1 3.3 8.S 7.6 8.4 7.9 6.4 9.S 3.3 2.0 2.1 S.O STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1994 1996, BY WATER YEAR (WY) MEAN ,042 .065 .099 .10 .11 .10 .22 .24 .14 .022 .018 .041 MAX .050 .074 .14 .12 .1S .13 ." .SO .34 .033 .034 .083 (WY) 1995 1995 1996 1996 1996 1996 1995 1995 1995 1996 1996 1996 NIN .034 .055 .058 .082 .077 .078 .11 ,074 ,024 .011 ,OlD ,013 (WY) 1996 1996 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 'l'O'I'AL 52.97 33.29 ANNUAL, MEAN .1S .091 .12 HIGHBST ANNUAL MEAN .14 1995 LOWEST. ANNUM. MEAN .091 1996 HIGHBST DAILY MEAN 86.3 May 17 1.S May 26 e6.3 May 17 1995 LOWEST: DAILY MEAN a.OO Dee 23 a.OO Dee 23 b.OO Nov 19 1994 ANNUAL SEVEN-DAY MINIMUM .01 Jul 22 .02 Oct S .01 Jun 25 1994 ANNUAL' RUNOFF (AC-FT) 10S 66 84 10 PERCENT EXCEEDS .31 .16 .17 50 PERCENT EXCEEDS .OS .07 .OS 90 PERCENT EXCEEDS .01 .03 .01 . Also occurred Deo. 24 b No flow at times some years . Estimated 18 Surface-Water Quanllty and Quallly Dala, Rocky Fiala Envlronmenlal Technology Site Naar Danvar, Colorado, Water Year 1996