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JE <br />m <br />V -. LIMIT OF <br />,DETAI LEO STUDY—:>\,_ <br />The University of Colorado's Flood Control <br />Levee extends from approximately station <br />15+80 to approximately station 72 +80 of the <br />Highway 93 Split Flow Profile. Since the <br />Upstream Reach of the levee (station 33 +20 to <br />72 +80) meets all of FEMA's criteria, and is <br />therefor appropriately recognized, and since the <br />middle reach (station 18+40 to 33 +20) is not in <br />contact 'with the flood plain, the flood profile <br />and flood plain from station 18+40 to 72 +80 <br />remain as shown on this drawing. <br />Independent studies by Love (1996) and <br />Taggart (1996) indicatethatthe floodplainand <br />flood profile may be incorrect below about <br />station 18 +40 of the "Highway 93 Split Flow <br />Profile." <br />ZONE A <br />ZONE C <br />5462 <br />5470 <br />5478 <br />(1 <br />11 <br />L — <br />ZONE C <br />5374 <br />LIMIT OF <br />fi DETAI LED STUDY <br />ZONE C <br />406 <br />/4 J4 <br />Goodhue <br />ZONE C <br />ZONE B <br />ZONE C <br />ZONE Al (I <br />1� <br />ZONE B 11 <br />ZONE A0 <br />{DEPTH II <br />90 <br />SOUTH <br />ct� <br />Figure 4- Portion of FEMA's FIRM for Boulder, <br />Community Panel Number 080024 0185E <br />