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<br />The grade differential hetween overbank::: ,accounts for the significant <br /> <br />differences in volume of flood water the ,:nlcrhanks carry~ Rase lut., flows <br /> <br />during the winter months range from 20 to 50 cfs, largely due to the (-j tv <br /> <br />of Longmont' s wastewater treatment plant 1:''''1: lies just upstream of 1 1 9th <br /> <br />Street. <br /> <br />The main obstructions to flow \,rJ-:hin the study reach are the <br /> <br />119th Street and the County l,ine Road bri~gl:'Sn The actual details of the <br /> <br />effects of these obstructIons are discuSSE~ci I.n detail in the ac.companytng <br /> <br />Technical Addendum. <br /> <br />10 <br />