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DEFICIENCY NOTICE CMLRB 112 Permit Application <br />Agile Slone Systems. Inc. <br />• 16. Please provide the same information for the culvert road crossing of Tallahassee <br />Creek for the Sandstone Quarry as was requested for item 3 above. If this <br />structure is in the creek channel and requires Army Corps of Engineers approval, <br />provide the Division a copy of the plans and specifications, as provided to the <br />Army Corps. <br />See the response to question 3. The answer is the same. <br />17. Please provide the Division a copy of your approved Stormwater Management <br />Plan required as part of your Stormwater Dischazge Permit. <br />See Exhibit D. All aspects of the Stormwater Management Plau have been <br />included within this application. The Stormwater Management Plan as part <br />of our Stormwater Discharge Permit is enclosed in the Supplementary Data <br />for informational purposes only. <br />18. You have stated that "portions of the constructed roads will be maintained and left <br />in place following mining to provide access within the ranch." Provide detailed <br />information regazding what road portions will remain and what portions will be <br />reclaimed upon the completion of mining. <br />• The exact details of the temporary and permanent roads are discussed in <br />Exhibits D and E. Likewise any such roads are appropriately shown in the <br />Mining Plan Map and Final Reclamation Map. <br />19. Please provide plans for construction of the rail lines. Of particulaz interest to the <br />Division is the source and type of material required for construction grade fills <br />and typical cross sections of the fills. Please also provide information regazding <br />any cuts that aze necessary for construction of the rail lines dimensions, slopes, <br />etc. <br />Construction plans of the rail lines are shown in the engineered drawing of <br />the track cross section. The material used for construction grade fills will <br />follow regular railroad construction practice of using locally available <br />material. The gravel as it exists will be used for grade fills. Track will be <br />built to use any cut material into such fill areas. Minus 2" crushed rock <br />produced from the plant will be used as ballast after operations begin. This <br />rock will be placed around and to the sides of the ties. Ballast only functions <br />to keep the rail in place via the ties and to provide drainage. The existing <br />gravel provides excessive drainage capability equal or greater than that <br />available from ballast. Since the permit area is essentially flat and railroads <br />. can not tolerate steep grades, there~are no railroad slopes to be shown. The <br />