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- Seepage from the river will prevent drawdowns of water levels <br />in wells east of the river. <br />There are no sub-irrigated areas on the property, <br />therefore, the drawdowns resulting from lowered lake levels <br />will not impact any areas containing a naturally high <br />water table. <br />Drainage <br />The flood plain and floodo-~ay limits will not be affected <br />upstream of the site. Within the site, the mining and recla:. <br />ation operations will alter the flood plain and floodway <br />limits. The alteration will be negligable as the operation <br />begins and progresses to the ultimates limits (Figure 6). <br />Flood velocities will increase and depths will decrease <br />as the overbank flood goes over the south lake's 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 contim•~ <br />to control flood elevations at their previous levels. .north <br />of Henderson Road, no change in the flood plain or f'_ood~.;ay <br />limits will result form the mining or reclamation 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 Ienderson Road. I <br />site drainage will be into the lake, <br />be provided. <br />will be into the lake. <br />lako and be pumped out <br />lake will drain to <br />1 the north area, some <br />but no overflow will <br />-12- <br />