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<br />Gulch Tributary, which revises previously desigIlated floodplain information, as listed in Table 3 <br />below: <br /> <br />TABLE 3 <br />Stream Reaches Studied bv Aooroximate Methods <br />To Revise Previous Floodolain Information <br /> <br />Stream Downstream Study Limit Upstream Study Limit Previous Study <br /> Approximate or <br /> . . Detailed <br />Tallman Gulch The confluence with Tallman Gulch A point apprnximately 2800 feet FPR's #'s 164, 288, <br />Tributary upstream of the confluence with 290 <br /> Tallman Gulch <br /> <br />; and. <br /> <br />CONSISTENCY WITH OTHER FLOODPLAIl'! STUDIES <br /> <br />WHEREAS, the detailed floodplain inf(lrmation for Sulphur Gulch contained in said new <br />report for the Town of Parker, revised July 4, 1989, revises and is, therefore, inconsistent with the <br />detailed floodplain information for Sulphur Gulch contained in Resolution No, 96 regarding the stream <br />reaches described in Table 2; and <br /> <br />WHEREAS, the approximate floodplain information for Tallman Gulch Tributary contained <br />in said new report for the Town of Parker, revised July 4, 1989, is consistent with the detailed <br />floodplain information contained in Resolution No, 268 regarding the specific reach of Tallman Gulch <br />Tributary described in Table 3; and <br /> <br />WHEREAS, said new report for the Town of Parker, revised July 4, 1989, is consistent with <br />Resolutions Nos. 164, 288 and 290 regarding all stream reaches within the Town of Parker and <br />immediately adjacent to the Town of Parker except for those reaches listed in Tables 2 and 3 above; <br />and <br /> <br />WHEREAS, said new report for the Town of Parker, revised July 4, 1989, is generally <br />consistent with the floodplain information reports designated and by Resolutions Nos. 96-428 and 96- <br />429 but, due to a clerical error in Resolutions Nos. 96-428 and 96-429, is inconsistent with the <br />language within those Resolutions regarding the reach of Tallman Gulch Tributary listed in Table 4 <br />below: <br /> <br />3 <br />