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' Seepage from the ~ er will prevent drawdown •f water levels <br />in wells east of .~e river <br />There are no sub-irrigated areas on the property, <br />therefore, the drawdowns resulting from lowered lake levels <br />will n t impact any areas containing a naturally high <br />water table. <br />Drainage <br />The flood plain and flocd~::ay limits will not be affected <br />upstream of the site. Within the site, the mining and reclam- <br />ation operations will alter the flood plain and floodway <br />limits. The alteration will be negligable as the operatign <br />begins and progresses to ~;~~ ultimates limits (Figure 6). <br />Flood velocities will increase and dept}is will decrease <br />as the overbank flood goes over the sout' lake'_ southern <br />bank. The chance for erosion may be great because of the <br />large difference in ele~~ation between the ground level and <br />the lake surface. If the lake bank extends too close to <br />the site's southern boundary, it may induce more overbank <br />flood flow, which may adversely affect the damage potential <br />for other properties. As planned the lake is located <br />sufficiently to the north to prevent this from occuring. <br />The overbank flood profile will be relatively flat <br />for the length of the lake. Henderson Road will continue <br />to control flood elevations at their previous levels. North <br />of Henderson Road, no change in the flood plain or f'_ood:.3y <br />limits will result form the mining or rec'_amation operations. <br />Erosion may be a problem at the north lake's southwest <br />bank as flood water passes over it. <br />Site drainage in the south area <br />Brantner Ditch water ~.vill flow into the <br />for irrigation. An overflow for the <br />the culvert under Henderson Road. I <br />si'-e drainage will be into the lake, <br />be provided. <br />will be into the lake. <br />lake and be pumped out <br />lake will drain to <br />z the north area, some <br />but no overflow will <br />-12- <br />