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<br />"). <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 /> <br />1623.001 <br /> <br />The data contained in reports numbered 4 through 7 is based on the <br />100-year storm event as calculated by the CUHP method. Our analysis should <br />generally use as a guide information contained in these reports and should <br />specifically incorporate data found on flood water importation. <br /> <br />The rainfall intensity frequency curve used for the Moore Park Study <br />and Interim Report will be incorporated in the Gingery Hydrologic <br />Analysis of Spring Creek. The impervious area percentages used in <br />previous reports for modeling development within the basin will be <br />employed as a guide in our analysis and will be updated to reflect <br />recent construction. <br /> <br />The following will present brief summaries of each of the previous <br />reports. Important sections of each report that should be noted for <br />reference in this study are reproduced and included in the "Previous <br />Study Review". <br />