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Mr. Padilla <br /> Page 5 of 7 <br /> - Describe the wastes to be received by their type <br /> (leaves, brush, tree trimming,s yard clippings, <br /> carpentry, sludge, etc. ) and nature (residential, <br /> agricultural, municipal, industrial, etc. ) . <br /> Describe the amount of wastes handled, giving the <br /> average daily amount (specify whether on a 7-day <br /> or other basis) , the extent of fluctuation during <br /> the year. Please note that this amount must be <br /> included in the total amount of waste received at <br /> the site. <br /> Describe the type and amount of waste received <br /> that will be rejected as unsuitable composting <br /> material. This information should be stated as a <br /> percentage of all wastes received. <br /> Indicate whether any of the wastes are liquid or <br /> slurries. <br /> For liquids or slurries indicate the moisture <br /> content as a percentage by weight. <br /> 3 . Provide a description of the sequence of development <br /> stages of the composting site operation giving <br /> tentative implementation scheduled for development and <br /> usage. This is an overall site development plan, <br /> covering identification and timing of individual phase <br /> of site development. <br /> a) Describe the extent of change which will occur in <br /> areas which will be excavated or graded for the <br /> placement of windrow wastes. <br /> b) Include a grading plan for the site. <br /> 4. Provide a map showing the existing topographic contours <br /> of the property and final elevations of the completed <br /> composting site. The approximate depths of cuts, <br /> trenches, ponds, etc. , should be shown on this map. <br /> 5. Provide information on the under lying soils, geology, <br /> and groundwater occurrence, based on test borings <br /> conducted on the property. <br /> a) Describe surface and cover soils using the Unified <br /> Soils Classification System (USCS) . <br /> b) Show the locations of test boring on a plot plan. <br /> Test borings must extend at least 5 feet below the <br /> depth of the proposed windrow area. <br />