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11 P - <br /> 1UNW-NNNIU11F <br /> Transit Mix Concrete Co. <br /> THIRD REVIEW OF EXHIBIT 6.5 - GEOTECHNICAL; <br /> TRANSIT MIX CONCRETE CO.; HITCH RACK RANCH <br /> QUARRY; FILE NO. M-2016-010 <br /> DRMS COMMENTS — PETER HAYS <br /> I) Comment: Please provide the model type and parameter inputs used by Norwest for the <br /> Geotechnical Model Analysis (Bench L-E). The models provided for the stockpile <br /> analysis indicate Mohr-Coulomb and provide the models parameter inputs. Please <br /> provide this information for the Bench L-E models. If Hoek-Brown was used for the <br /> Bench L-E models please provide the following input information; unit weight, UCS, <br /> "m" and "s" for each rock type. <br /> Response: Please find the requested model input parameters on the attached CD. <br /> 2) Comment: Please provide the SLOPE/W slope stability analysis model inputs for the <br /> stockpile models (Sections A-D) from the Norwest analysis included in Appendix C <br /> dated June 30, 2016 to allow the Division to duplicate the analysis with Clover <br /> Technology's Galena software for verification purposes. <br /> Response: Please find the requested model inputs on the attached CD. <br /> Hitch Rack Ranch Quarry Permit Application M-2016-010 <br /> September 15, 2016 11 <br />