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standard proctor. When an area is completely mined out from grade to bedrock, each <br /> section approximately 800-foot-wide (or approximately 30 acres), will begin side slope <br /> construction while the next contiguous area or consecutive phase is beginning mining. <br /> Due to the floodway, there is limited space for stockpile placement at this site; by <br /> concurrently reclaiming, as an area is being prepared for mining, the overburden and <br /> topsoil can be stripped and immediately placed, or stockpiled in the previously mined <br /> area, limiting the material handling. It is estimated that within 6 months of an area being <br /> completely mined, it will be reclaimed. <br /> Backfilling of mining cells and other reclamation activities will be concurrent with mining. <br /> Topsoil, overburden, and non-marketable material excavated during mining will be used <br /> almost immediately. The reserved topsoil and overburden will be used to create the <br /> finished grade prior to revegetation. Small temporary stockpiles may be created within or <br /> along the edge of the mining cells. When enough material is available in the stockpile, <br /> the material will be graded into the previously mined areas. Locations of topsoil and <br /> overburden stockpiles are shown on Exhibit C Mining Maps. <br /> Material may be imported for reclamation if on-site material is insufficient to create the <br /> reclaimed pond slopes. Prior to receiving any backfill material from outside the proposed <br /> permit area, the operator will provide notice with information that includes the backfill <br /> location and volume of off-site material to be used, an affidavit certifying that the material <br /> is clean and inert, an approximate time frame for backfilling with off-site material, <br /> and an update regarding material placement procedures and the final reclamation <br /> configuration. The on-site or offsite backfill material used will not contain known toxic or <br /> hazardous materials. <br /> All backfilling and grading will be done to stabilize the material and control erosion. Final <br /> grading and seeding will be done as soon as possible after backfilling, grading, and top <br /> soiling have been completed. The reclamation will not leave high walls on the property. <br /> In addition, there will be no auger holes, excavations, or shafts left on the property. <br /> Materials Handling— Grading <br /> Once backfill is placed to the approximate final grade for upland meadow, pond side <br /> slope creation, or agricultural reclamation; the area will be rough graded to establish final <br /> elevations, slopes, and transitions. Final grading will include addition of topsoil and <br /> surface preparation for revegetation. Special attention shall be given to transitions from <br /> reclaimed areas to undisturbed land. The final topography will not create new surface <br /> drainage directed onto adjacent properties. <br /> Reservoir side slopes will include the steepest reclaimed grades on the site, potentially <br /> as steep as 3H:1 V. The side slopes will be graded smooth to accommodate future <br /> maintenance of the lined reservoirs. The reclamation will not leave high walls on the <br /> property. <br /> Materials Handling- Soil Bentonite Slurry Wall <br /> The proposed slurry wall will provide a vertical low permeable cutoff between alluvial <br /> groundwater outside of mining cells and water stored below-grade inside of mining cells. <br /> Slurry walls (also known as slurry cutoff walls) are non-structural liners constructed to <br /> provide a primary low permeability liner and isolate a mining cell from the existing alluvial <br /> Aggregate Industries—Tucson South Amendment—MLRB 112 Permit Application <br /> Exhibit E-4 <br />