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�r ,11 <br /> . Transit Mix Concrete Co. <br /> RESPONSE TO THIRD ADEQUACY REVIEW <br /> Hitch Rack Ranch Quarry, M-2017-049 <br /> Hitch Rack Ranch Pit Wall Geotechnical Assessment: <br /> 1. In response to Item#31 of the Adequacy Review of Exhibit 6.5 —Geotechnical Stability <br /> Memorandum dated December 28, 2017, the Applicant states a map showing the L-E section lines <br /> has been included as an attachment to the geotechnical analysis and report. The Division did not <br /> receive the L-E section lines map with the Applicant's adequacy response. Please provide a map <br /> indicating the cross-section profile locations for the Geotechnical Model Analysis for the Slope L-E <br /> models. <br /> Response: Transit Mix has included with this response a memorandum from Norwest Corporation <br /> to supplement the Pit Wall Geotechnical Assessment. This memorandum provides a map showing <br /> the L-E section lines and provides the Slope/W model reports and a summary of the analysis and <br /> results. <br /> 2. In response to Item#32 of the Adequacy Review of Exhibit 6.5 —Geotechnical Stability <br /> Memorandum dated December 28, 2017, the Applicant states the Slope/W model files have been <br /> exported as DXF files and Point Cloud CSV files. The Division received the CSV files from the <br /> Applicant via email on March 19, 2018. The Division did not receive the DXF files for the Slope/W <br /> models. Please provide the SLOPE/W stability analysis model cross-sections with all material <br /> profiles labeled for the Geotechnical Model Analysis for the Bench L-E and Slope L-E models to <br /> allow the Division to duplicate the analysis with Clover Technology's Galena software for <br /> verification purposes. <br /> Response: Transit Mix has provided via email the DXF files and excel file containing point and <br /> material property information for the cross-sections. <br /> Hitch Rack Ranch Quarry(M-2017-049) <br /> Response to Comments—March 26,2018 <br />