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• --- ACZ Inc. --- <br />##############:##*######*##+############t##### <br />#################t##################~######## <br />## -# <br />** JUNCTION 1 BRANCH 2 STRUCTURE 1 ** <br />** HULL STRUCTURE ** <br />** SOUTH REFUSE DITCH (SECTION A) •* <br />## ## <br />##t#i######################################### <br />##########i######!##!#N#####t#t####*##*#*#### <br />•#####################i####t########tM#t####tt#######M#########t##########i### <br /># # <br />+ SUBWATERSHED INFORMATION + <br /># # <br /> <br /># # <br />* HYDRAULIC INPUT VALUES * <br /># # <br />* MATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO * <br />+ SHED (acre) NUMBER (hr) (hr) K-(hr) X RESPONSE <br /> <br />* 1 8.18 80.00 0.078 0.000 0.000 0.000 INSTANT <br />* 2 I.00 69.00 0.022 0.000 0.000 0.000 INSTANT * <br />• <br />a # <br /># # <br />* COMPUTED VALUES FOR INDIVIDUAL MATERSHEDS <br /># # <br />* PEAK FLOIi RUNOFF <br />* WATERSHED (cfs) (inches) <br /> <br />* 1 19.928 2.377 <br />* 2 1.619 1.534 * <br /># # <br />############################################################################ ### <br />• <br />130 <br />