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<br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />20 <br /> <br />ADDITIONAL HEC-2 RUNS <br /> <br /> <br />Additional runs were made of the HEC-2 model using the peak discharge rates and <br /> <br /> <br />elevations determined from the HEC-l runs using the Improved Inlet and/or the <br /> <br />storage available upstream of the railroad culvert. This was done to determIne the <br /> <br /> <br />effects of these reduced discharges and elevations on the water surface profiles on <br /> <br /> <br />the Bruchez property. <br /> <br />These results Indicate that for all of the combinations of storage, wIth and without <br /> <br /> <br />the improved Inlet, the reduction in elevation Is such that most of the Bruchez pro- <br /> <br /> <br />perty Is removed from the floodplaIn. The revised water surface profile and flood- <br /> <br /> <br />plaIn based on the results of thIs study, using MIY the temporary storage withIn the <br /> <br /> <br />floodway and no Improvements to the Inlet to the railroad culvert, are shown on the <br /> <br />drawings at the back of this report. <br /> <br />The HEC-2 runs indicate that the effects of the Improved Inlet do not extend <br /> <br /> <br />upstream of Wadsworth Parkway when the effects of storage are also Included; <br /> <br /> <br />therefore, there Is no need to make the Improvements to the railroad culvert. <br /> <br />"ASTER PLAN I"PROYE"ENTS <br /> <br /> <br />Just before the conclusion of this study, another piece of Information was brought <br /> <br />to our attention by Kevin Stewart of the UD&FCD. They had just received the pro- <br /> <br /> <br />posed Master Plan for Big Dry Creek. <br /> <br />This plan proposes adding four 12o-Inch reinforced concrete pIpes to the existing <br />