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In applying equation ( 3 ) to the Sutey Disposal site , the <br /> following parameter values were assumed : <br /> P = 35 in/year <br /> A = 15. 3 acres (5-year design) <br /> F = 10% <br /> Q = 0. 8 cfs (low flow in Coal Creek) <br /> 19 cfs (mean annual flow in Coal Creek) <br /> 70 cfs (peak flow in Coal Creek) <br /> 0 Cw = 500 mg/1 <br /> The value assumed for ACw (500 mg/1 ) is probably an over- <br /> estimate, leading to conservative (maximum) values in A Cs. For <br /> low mean annual , and peak flows in Coal Creek, the estimated <br /> increases in total dissolved solids are as follows : <br /> Low Flow A Cs = 3. 8 mg/1 <br /> Mean Annual Flow A Cs = 0. 16 mg/1 <br /> Peak Flow ACs = 0. 044 mg/1 <br /> 5. 0 CONCLUSIONS <br /> The above presented evaluation indicates that the impacts of <br /> the Sutey Property disposal site on the ground or surface water <br /> regime are very small . Estimated increases in total dissolved <br /> solids range between 0.044 mg/1 during the peak flow and 3.8 mg/1 <br /> during the low flow in Coal Creek . <br /> July 31, 1984 GEO-HYDRO CONSULTING, INC. <br /> Michal Bukovansky <br /> Senior Engineering Geologist <br /> 29 <br />