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<br />308 <br /> <br />Ted Kowalski <br />January 12, 2001 <br />Page 2 of 2 <br /> <br />. <br /> <br />be augmented by the return flows which could be as high as 95% of the diversion amount. <br />The depletive impact on Bear Creek downstream of the wwtp is not presented here, <br />. Finally, it is important for the Board to understand that this calculation is based on the <br />assumption that tributary groundwater flows down-gradient in the general direction of ground <br />surface topography. The wells drilled in this area, however, are generally supplied by ground <br />water stored in fractured rocks. It is very difficult to detennine the direction of ground water <br />movement in fractured rocks without extensive investigations, <br /> <br />Attachment: <br />CC: <br /> <br />vicinity map <br />Dan Meniman (w/o attachment) <br /> <br />C:\d.ta\wordlsop\I.99CWlOS.doc <br /> <br />. <br /> <br />. <br /> <br />Flood Protection. Water Project Planning and Financing. Stream and Lake Protection <br />Water Supply Protecrlon. Conservation Planning <br />