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r m mo Or ON as NO O WE ON OR O ORION ON OR, man <br />TABLE 3 <br />WO <br />MEEKER <br />1024 mil <br />5900 (5.8) <br />6500 (6.3) <br />FEMA <br />W1 <br />ABOVE PICEANCE CR <br />1204 mil <br />6934 (5.8) <br />8133 (6.8) <br />CALC <br />W2 <br />BELOW PICEANCE CR <br />1856 mil <br />9565 (5.2) <br />12501 (6.7) <br />CALC <br />W3 <br />ABOVE YELLOW CR <br />2018 mil <br />10137 (5.0) <br />13508 (6.7) <br />CALC <br />W4 <br />BELOW YELLOW CR <br />2280 mil <br />11007 (4.8) <br />15079 (6.6) <br />CALC <br />W5 <br />BELOW WOLF CR <br />2460 miz <br />11570 (4.7) <br />16120 (6.6) <br />CALC <br />W6 <br />"NEAR RANGELY" GAGE SITE (BELOW BOISE CR) <br />2530 mil <br />11782 (4.7) <br />16517 (6.5) <br />CALC <br />W7 <br />BELOW SPRING CR <br />2620 mil <br />12051 (4.6) <br />17021 (6.5) <br />CALC <br />W8 <br />ABOVE DOUGLAS CR <br />2880 mil <br />13000 (4.5) <br />18500 (6.4) <br />FEMA <br />W9 <br />BELOW RANGELY AT D/S LIMIT OF FEMA <br />3300 mil <br />13500 (4.1) <br />20000 (6.1) <br />FEMA <br />W10 <br />STATE LINE <br />3552 mil <br />14539 (4.1) <br />21873 (6.1) <br />CALC <br />SOURCE KEY <br />FEMA - FEDERAL EMERGENCY MANAGEMENT AGENCY - FLOOD INSURANCE STUDY (see References 1, 2, and 3) <br />CALC - CALCULATED USING CURVE FIT EQUATION FROM PUBLISHED FLOW VALUES <br />