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3-8 <br />Forward Composting Facility SWT Engineering <br /> Report of Composting Site Information - August 2019January 2022 <br />z:\projects\allied waste\forward\resource recovery facility\5 yr permit rvw 2019-2020\rcsi 2019\text\sec 3.doc <br />After personnel have removed unacceptable and/or difficult materials and large wood <br />objects from the waste w hich requires grinding, a front end loader will feed the waste into <br />the grinder or move the material within reach of a grapple that will load the grinder. The <br />grinder will shred the material into pieces with a nominal size of approximately 3 to 6 inches. <br />After the material passes through the grinder, it is dropped onto a conveyor that moves the <br />material past a magnetic separator. A magnetic separator is provided to extract nails and <br />other ferrous contaminants from the material. The shredded waste is moved by the front <br />end loader to the composting area or loaded into a dump truck that will transport the <br />material to the composting area where it is combined with other feedstock s. <br />The waste materials are formed into windrow compost piles, which are up to approximately <br />15 feet wide by 7 feet tall at center, and of varying lengths up to 300 feet , or ASP compost <br />piles, which are approximately 30 feet wide by 10 feet tall at the center, and up to 110 feet <br />in length. The active windrow compost will be mixed, as required, for proper control <br />depending on temperature and moisture profiles and season (turning will be kept to a <br />minimum during the rainy season). The frequency of the Windrow turning and water <br />addition will be determined by monitoring the pile temperature and moisture content. The <br />ASP compost piles will be monitored regularly and aeration cycles will be adjusted <br />accordingly to maintain appropriate temperature. Temperatures within the active compost <br />are monitored daily using hand-held temperature probes. This information is recorded and <br />records are maintained at the facility. Moisture content is monitored based on incoming <br />moisture content, moisture addition, and by manual and laboratory testing. Piles are <br />watered, and/or turned, and/or aerated based on the results of monitoring. All operating <br />standards defined by S tate composting regulations are followed. <br />As the materials (including water) in the active compost age, the volume of the compost <br />decreases. Windrows will be combined with neighboring Windrows to maintain the desired <br />pile dimensions. <br />The f inal mat erial is screened according to market specifications. Screened material is <br />stockpiled on the site prior to loadout to markets or for on -site uses. Oversized materials <br />(overs) from the screening process areis reground, sold, or landfilled. <br />b. Quench or Process Water <br />Although this alternative is not currently used , tThe water collected in the runoff <br />sedimentation basin may be used as process water to meet the desired moisture contents <br />for composting. Water from the sedimentation basin may be applied to the wastefeedstock , <br />on an as needed basis and as available, as it leaves the tub grinder. A fixed nozzle will spray <br />the water on the processed (ground) feedstock material (e.g., green and wood waste) at the <br />discharge of the conveyor from the tub grinder. This process will eliminate the potential for <br />pathogen regrowth in the active compost. The nozzle will not require contact with a human <br />operator. If runoff water from the sedimentation pond is utilized, a pump system will be <br />required to move water from the sedimentation basin to the tub grinder area. The rate of <br />application of water will be determined to provide the desired final mixture moisture content. <br />The primary source of process water at the RRF/Compost Facility is obtained from other on - <br />site sources. Water for facility operations is supplied by four production wells. One well, <br />located near the main entrance facility was drilled to a depth of approximately 135 feet and <br />groundwater occurs at a depth of approximately 70 feet. The well wa s likely installed before <br />the opening of the landfill, having been previously used for agricultural purposes. It is