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6.0 Impact Considerations Version :27.10.4 <br /> Another method used with the underflow dam is having the pipe or pipes sized to <br /> carry only a portion of the flow needed. The pipe would be placed at the bottom <br /> of the dam and level with the creek bed. The remaining flow of the creek could <br /> be siphoned or preferably pumped around the dam from a point away from the <br /> dam and from the deepest portion of the pool. The pumping or siphoning can be <br /> controlled to maintain the desired water level at the dam. The key is the removal <br /> of water through or around the dam at the lowest point in the basin. This <br /> prevents the oil from escaping with the released water. <br /> A floating boom can be used in place of the stationary type if the created pool's <br /> size (bank to bank) and depth will permit. Since changing the depth and/or <br /> length of a standard floating boom in a small stream is difficult, the use of the <br /> stationary type permits adjustments to be made in depth to provide for a better <br /> separation of product and water. The advantages of using a floating boom are <br /> the speed of deployment and the fact that there is not a need for additional <br /> support as with the stationary boom. <br /> Multiple Impoundments - Since emergency built dams (either underflow or <br /> overflow) are seldom perfect, a series of dams is usually required. The first one <br /> or two will trap the bulk and the ones that are downstream will trap the last <br /> traces of product. Precautions should be taken to ensure that the foundations of <br /> emergency dams are not washed away by the released water. If earth is used <br /> to construct an overflow dam, a layer of earth-filled bags should be placed on top <br /> of the dam so erosion will not take place. <br /> Removal Methods <br /> Once the containment dams are constructed, the problem or removal of the product <br /> from the water surface should be the prime consideration. The removal must be <br /> continuous or else build-up of product behind the dams or booms might lead to <br /> product escaping the traps. <br /> The type of removal procedures used depends largely on the amount of product being <br /> trapped in a given span of time, if the amount of product moving down the stream is of <br /> sufficient quantity, the first dam or fixed boom would quite possibly trap enough for the <br /> floating skimmer to work efficiently. The skimmer will pump the product and possibly <br /> some water to a tank truck or other holding tank. Separated water may be released <br /> from the bottom of the tank truck if it becomes necessary. The absorbents could then <br /> be used at downstream dams or booms. It is inadvisable to place an absorbent in the <br /> stream prior to or at the first dam in anticipation of the arriving product. Let the product <br /> accumulate at the first dam and use the floating skimmer to recover the product. <br /> Disposal of gross amount of product-soaked absorbent would not then be a problem. <br /> Follow directions on use of each absorbent. Some are designed to be placed on water <br /> before product arrives; others are intended only to be placed on the product after it <br /> accumulates on the water. Plastic sheets should be used to place the product- <br /> soaked absorbent on as it is hand skimmed from the water. Alternatively, the material <br /> may be placed in drums or lined roll-off boxes. <br /> The containment and removal of spilled product on small to medium fast-flowing <br /> streams might require a combination of underflow or overflow dams, fixed booms, <br /> skimmers, and absorbents, to ensure a complete cleanup. <br /> Shell Supply and Distribution 6-33 Stockton Terminal FRP <br /> ©2019 Witt O' Brien's Revision Date:October, 2019 <br />