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On Wed, Aug 20, 2014 at 12:09 PM, Tamme Bishop <tamme,jesto re@bresnan,net> wrote: <br />Hi Susan • Marcia. What type of stability analysis is DRMS going to require for <br />the cut slopes associated with the diversion ditch? <br />Tamme Bishop, P.E. <br />JE Stover c& Associates, Inc. <br />2352 N. 7th Street, Unit B <br />Grand Junction, CO 81501 <br />9170-245-4101 <br />From: Burgmaier - DNR, Susan [ maiIto :susan.burgmaier @state.co.us] <br />Sent: Wednesday, August 20, 2014 10:58 AM <br />To: Tamme Bishop; Bill Bear <br />Cc: Marcia Talvitie - DNR; Alysha Hernandez - DNR <br />Subject: Bowie No. 2 Mine C1996083 Technical Revision No. 89 Adequacy Response #1 <br />Tamme - We have completed our review of TR -89, and do not have any additional adequacy concerns with the application. <br />Since BRL is planning to submit a comprehensive TR application in the future that will address reconfiguration of the Gob Pile #2 <br />area, we will hold off on requiring an engineered slope stability analysis for the diversion ditch cut slopes, with the <br />understanding that the analysis will be incorporated into the upcoming TR. <br />Susan L. Burgmaier <br />Environmental Protection Specialist <br />Coat Regulatory Program <br />Department of Natural Resources <br />https: / /mail.google.conV mail /u /0 / ?ui= 2 &ilre29129fcb5 &view pt &search= inbox& th= 147fa7df6e992582 &siml= 147fa7df6e992582 3/4 <br />