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Mr. Michael Cunningham <br />CDRMS <br />September 16, 2013 <br />The analysis concludes that the seeps encountered are minimal and given the installation of the <br />geonet liner the GCL will not experience significant hydrostatic pressures. <br />Attached are photographs of the seep area taken Saturday, September 14'h. Seep flow, after <br />the recent rain events was observed to be only slightly more, if any change at all, than during <br />July. However there is no evidence of embankment failure. <br />Please contact myself or Holly Michael for additional information or clarifications. We may be <br />reached by phone at 303 - 947 -3499, nmichael@unionmilling.com for myself or 303 - 947 -7837, <br />hmichael@unionmilling.com for Holly. <br />Sincerely, <br />Nick Michael <br />Member <br />Union Milling Company, LLC <br />attachments <br />