Laserfiche WebLink
5.5.4. Polyethylene film is not considered an effective geotextile <br />material. It may tear or degrade while in service. <br />CAUTION <br />Xerxes recommends that every site be thoroughly evaluated <br />for the potential of a rise in the local water table or of trapped <br />water. Failure to anchor a tank when required may cause <br />tank failure, or damage the tank or surrounding property. <br />6.1. DEADMEN <br />6.1.1. Deadmen are typically reinforced concrete beams. <br />6.1.2. The length of deadmen is typically equal to the length of <br />the tank. <br />6.1.3. Deadmen may be fabricated in multiple sections as long as <br />the total length of each deadman is not decreased and as long as <br />each section contains at least two balanced anchor points. <br />6.1.4. The width and thickness of deadmen depend on the tank <br />diameter, water -table height, number of containment sumps and <br />burial depth. <br />6.1.5. Deadmen should be designed according to the American <br />Concrete Institute (ACI) code. <br />6.1.6. Refer to TABLE 6-1 for typical deadmen dimensions given <br />the situation of an empty tank with a burial depth of 3 feet, with <br />groundwater to grade and with one containment sump. <br />Tank Diameter <br />Typical <br />Deadman Dimensions <br />(Width x Depth) <br />4' <br />6" x 6" <br />6' <br />12" x 12" <br />8' <br />12" x 12" <br />10' <br />18" x 9" <br />12' <br />36" x 8" <br />TABLE 6-1 <br />6.1.7. Tanks of 10 -foot diameter with a capacity of 30,000 gallons <br />or larger may require larger deadmen than those in TABLE 6-1, <br />depending on burial depth, to offset buoyancy. Contact technical <br />support at Xerxes Minneapolis for further information. <br />6.1.8. Lay the deadmen in the excavation parallel to the tank <br />and outside of the tank "shadow." (See FIGURE 5-3.) <br />6.1.9. In multiple tank installations with deadmen: <br />• each tank will have its own set of deadmen (one deadman may <br />be used between two tanks if the deadman is double in width); <br />• a separate anchor point must be provided for each hold- <br />down strap; <br />• the minimum spacing between tanks must be no less than <br />twice the width of a single deadman. <br />13 <br />6.2. XERXES PREFABRICATED DEADMEN <br />6.2.1. Xerxes -supplied prefabricated deadmen are pre- <br />engineered and sized to the tank ordered. As with any <br />deadmen, water -table height, number of containment sumps <br />and burial depth must be considered. <br />6.2.2. Placement of Xerxes prefabricated deadmen is the same <br />as standard deadmen. (See FIGURE 6-1.) <br />M®h®� <br />WEIEN <br />®� m9E <br />®® - ��®® <br />ME91 figuration <br />RN <br />ME <br />MEEMEEMI11111®E®tWll®EM® <br />FIGURE 6-1 <br />6.2.3. Xerxes prefabricated deadmen are supplied with 3/4 -inch - <br />diameter, galvanized, adjustable anchor points (subsequently <br />referred to as anchor points). These anchor points protrude up <br />through the slots in the deadmen and are held up with cotter pins. <br />WARNING <br />Only use the anchor points when lifting and positioning the <br />deadmen. A spreader bar may be required to lift longer <br />sections of deadmen. Use guy ropes to guide the deadmen <br />when lifting. Failure to do so could result in death or <br />serious injury. <br />6.2.4. The anchor points can be moved and positioned to match <br />the hold-down strap locations on the tank (marked by arrowhead <br />symbols ►® ). <br />6.2.5. When using these deadmen in man -out -of -hole strapping <br />applications, align the anchor points with the proper ribs before <br />setting them in the hole. <br />6.2.6. Care should be taken to keep backfill from entering the <br />anchor -point slot until final adjustment is made. <br />6.2.7. The deadmen are to be butted together when multiple <br />sections are used. <br />6.2.8. Use one anchor point per strap end and only one strap <br />per anchor point. <br />6.3. ANCHOR SLAB <br />6.3.1. An anchor slab is typically a reinforced concrete base. <br />