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<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 />4.3 Review in the Field <br /> <br />The draft maps were reviewed in the field with 10cal staff <br />and residents. At the same time the approximate cross-sections <br />were reviewed. and the preliminary hydraulic calculations were <br />revised. On the basis of al1 of these steps the depths of <br />flooding listed in Table 8 were selected for the various stream <br />reaches in Costilla County. <br /> <br />In the field the basic question was asked. "Does the <br />combination of depth and width of flooding. in conjunction with <br />the estimated velocity of flow. make sense for this particular <br />stream reach?" Revisions were made both to the depth of <br />flooding shown and to the delineated floodplain boundaries. In <br />addition. in more urbanized areas, topographic details that <br />were lacking on the base maps were taken into account in <br />finalizing the delineations. <br /> <br />For the area immediately around the Town of San Luis. such <br />a field review was not necessary. The December 1988 detailed <br />study had already been field checked before it was finalized. <br />That study was coordinated with the CWCB. so no further review <br />was conducted. <br /> <br />On the Rio Grande a cursory field review of selected <br />portions of the CSU floodprone maps was conducted. By and <br />large, however. those maps were assumed to have been field <br />checked during their own preparation process. Because they <br />were based on gage analyses and rating curves developed for <br />field-surveyed cross-sections before they were ever field <br />checked. further field review was not deemed to be necessary. <br /> <br />4.4 Flooded Areas <br /> <br />Once all of the field review was complete. it was time to <br />finalize the maps. In most cases that meant drafting flood <br />boundaries that were slightly narrower than those shown on the <br />first draft maps. Where the field review indicated that the <br />floodplain was too wide on one side of the stream. an attempt <br />was made to assure that flood elevations were essentia11y equal <br />on both sides. within the limits of accuracy of the topographic <br />mapping. In several instances. roads and other features were <br />found to be higher in the field than the base maps led one to <br />believe. The maps were corrected, where appropriate. to show <br />such areas as being outside the floodplain or as islands within <br />the floodplain. <br /> <br />-31- <br />