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3. Engineering Review of Tanks & Equipment Covered by CalARP Program <br />C:\TRICH\Jobs\4515582 Leprino Tracy\Report\Leprino Tracy CalARP 040221.docx 3-10 <br />as-built conditions of the anchorage are different than our assumptions, the result may <br />vary. <br />Glycol Room 2 <br />The Glycol Chiller GCH-2 and AV-307 are well mounted to a support skid (Figures 3-77 <br />to 3-79), which is not anchored to the slab-on-grade (Figure 3-80). Without adequate <br />anchorage, the skid may slide, rock or topple during an earthquake resulting in possible <br />damage to the equipment and piping. It is recommended that further analysis be <br />performed to design anchorage for the skid. <br />An additional skid is located in Glycol Room 2, which supports tanks and pumps (Figure <br />3-81). The equipment is well mounted to the skid; however, the skid is not anchored to <br />the slab-on-grade (Figure 3-82). Without adequate anchorage, the skid may slide, rock <br />or topple during an earthquake resulting in possible damage to the equipment and <br />piping. It is recommended that further analysis be performed to design anchorage for <br />the skid. <br />Chiller Deck <br />The two brine chillers (BCH-2 and BCH-3) are supported by steel saddles that are <br />welded to the equipment support frame (Figures 3-83 and 3-84) with a resulting DCR <br />ratio of 0.04. Piping in this area appears well supported by steel tube pipe supports. <br />One of only two ammonia detectors noted on the roof is located here as well. The <br />chillers were installed in 2002. <br />Piping on the Roof <br />Support of ammonia piping located on the roof appears marginal. Many pipe supports <br />are supported by wood or metal sleepers that do not appear to be positively connected <br />to the roof framing below (Figures 3-85 to 3-90). In addition, lateral bracing of the pipes <br />to the supports was not visible. These potential deficiencies may result in pipes and/or <br />supports sliding or toppling resulting in possible damage to the pipes. <br />3.3 Seismic Evaluation of Equipment <br />There were no large tanks, such as flat bottom reservoirs for the ammonia process. The <br />vessels are all small and inherently rugged, so analysis of the structural integrity of the <br />tanks is not included in this review. All the ammonia is contained within the process