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<br />Table Ill-10 lists the dam and spillway configurations and the initial assumptions made for the <br />hydrology study. The results of the HEC-1 analysis for the three storm events for the existing dam <br />configurations are listed in Table III-1l. The HEC-1 analysis was used as a baseline case for each <br />of the spillway alternatives discussed in Chapter Vl. <br /> <br />E. Water Quality <br />There will be no water quality impacts as a result of this project, nor will there be any new <br />water supplies developed as a part of this project for which water quality would need to be addressed. <br /> <br />F. Field Investigations <br />Field investigations conducted by ECI included site inspections and preliminary surveying on <br />existing structures. Project photographs are included as Appendix B. <br /> <br />E:\G&LREPOR. WPD <br /> <br />22 <br /> <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 />I <br />