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• Discharge Values <br /> 2 <br />Alluvium A (ft <br />) 1 (ft/ft) K (ft/d) D <cfs) <br />Annand Drew (YAAL14) 950 0.072 0.05 0.000040 <br />011 Tributary (YGAL16) 2070 0.023 0.03 0.000076 <br />Upper Grassy Creek (YGAL15) 4905 0.026 0.37 0.00046 <br />Lower Grassy Creek (GV-33A) 22785 0.007 0.37 0.00057 <br />Y-1 Tributary 913 0.050 0.05 0.000026 <br />Sage Creek (YSAL1) 26501 0.020 5.95 0.03650 <br />Spoil to Annand Draw 284 0.072 0.05 0.000012 <br />Spoil to 071 Tributary 434 0.023 0.03 0.000003 <br />Spoil to Y-) Tributary 233 0,050 0.05 0.000007 <br />Chemical Loads <br /> Alluvium 0 (cis) C (mg/l) L (mod) <br /> Annand Draw (YAAL 14) 0.000040 1291 0.000139 <br />• 011 Tributary (YGAL 16) 0.000076 770 0.000037 <br /> Upper Grassy Creek (YGAL 15) 0.000444A 3648 0.00437 <br /> Loner Grassy Creek (GV-33A) 0.0005738 1288 0.00199 <br /> Y-1 Tributary 0.000026 797 0.000056 <br /> Sage Creek (YSAL1) 0.0364740 797 0.078488 <br /> Spoil to Annand Drew 0.000012 4500 0.000146 <br /> Spoil to 077 Tributary 0.000003 4500 0.000036 <br /> Spoil to Y-1 Tributary 0.000007 4500 0.000085 <br />A <br />Subtractetl 011 Tributary discharge for Loading calculation <br />B <br />Added spoil to 011 Tributary discharge for loading calculation <br />C <br />Subtracted Y-1 Tributary discharge for loading calculation <br />Loading Calculations - Grassy Creek Alluvium <br />011 Tributary alluvium and Spoil <br />DSC = 0.000036(t/d) + 0.000031(1/d) = 1296 mg/l <br />• (0.000006(af/d) + 0.000032(ef/d)) x 0.00136 (83X increase) <br />17-5-5 Revised 06/19/95 <br />