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August 1999 <br />1: \99\2057\20571in.xis <br />TABLE I <br />RISK ASSESSMENT SUMMARY \� <br />Cavity: <br />Subsidence and Loss of Containment <br />Initiating events and likelihood: Negligible likelihood. Under normal operations roof is stable. Provided fluid <br />control pad remains is in place this will protect from upward solutioning. Salt roof barrier fluid pad volume is <br />monitored. <br />Magnitude of exposure: Medium <br />Duration of exposure: Long - once aquifer contacted difficult to reverse <br />Pathways: High risk due to direct pathway to aquifers <br />Environment at risk: B Groove aquifer <br />1) Loss of solution control leads to thinning roof, <br />possible collapse and connection to B Groove <br />Subsidence - Negligible to High Hazard <br />Groundwater - Negligible to High Hazard <br />Soil - Negligible <br />Surface Water - Negligible <br />2) Loss of structural integrity of oil shale during <br />nahcolite leaching potential loss of cavity <br />support <br />Subsidence - Negligible to High Hazard <br />Groundwater - Negligible to High Hazard <br />Soil - Negligible <br />Surface Water - Negligible <br />3) Coalescing of cavities <br />Subsidence - Negligible to High Hazard <br />Groundwater - Negligible to High Hazard <br />Soil - Negligible <br />Surface Water - Negligible <br />4) Collapse of Pillars <br />Subsidence - Negligible to High Hazard <br />Groundwater - Negligible to High Hazard <br />Soil - Negligible <br />Surface Water - Negligible <br />5) Fluid conducting fault or fracture connection <br />between cavity and overlying lower aquifer <br />Subsidence - Negligible Hazard <br />Groundwater - Negligible to High Hazard <br />Soil - Negligible <br />Surface Water - Negligible <br />Initiating events and likelihood: High likelihood. Evidence from Shell test suggests that oil shale will rubblize and <br />most likely lose much structural integrity. <br />Magnitude of exposure: Medium <br />Duration of exposure: Long - once aquifer contacted difficult to reverse <br />Pathways: High risk due to direct pathway to aquifers <br />Environment at risk: B Groove aquifer <br />Initiating events and likelihood: Very low likelihood at pilot scale. Uncontrolled lateral solutioning of lower <br />resource bed could lead to collapse of web and connection to adjacent cavity. At the pilot scale the likelihood is low <br />due to the wide separation on pilot cavities. Monitoring of adjacent cavities will give an early warning. <br />Magnitude of exposure: Negligible to Medium: Cavity coalescence will not necessarily lead to instability. <br />Duration of exposure: Negligible to Long - once cavities are coalesced cannot reverse. <br />Pathways: High risk due to direct pathway to aquifers <br />Environment at risk: B Groove aquifer and surface <br />Initiating events and likelihood: Negligible likelihood. Uncontrolled lateral solution (or wall collapse) could lead <br />to overloading of pillar and collapse. Negligible likelihood due to size of lateral pillars and cavity fluid internal <br />supporting pressure <br />Magnitude of exposure: Negligible to Medium <br />Duration of exposure: Long <br />Pathways: High risk due to direct pathway to aquifers <br />Environment at risk: B Groove aquifer and surface <br />Initiating events and likelihood: Negligible likelihood. No evidence of fluid conducting faults. Presence of <br />possibly conducting fault or fracture will be detected during drilling, or by loss of fluid pad. Undetected fault would <br />be unlikely to effect subsidence. <br />Magnitude of exposure: Negligible since fault may be detected prior to solution operations or by real time pad <br />monitoring <br />Duration of exposure: Negligible <br />Pathways: High risk due to direct pathway to aquifers <br />Environment at risk: B Groove aquifer <br />Negligible to high due to potential for contamination to aquifer <br />N <br />N <br />Negligible consequence: While Permit Application states that oil shale matrix <br />remains intact and resists cavern collapse (p.D -18) 'the stability ajtalyses of <br />Agapito shows that the cavern is stable with only internal fluid pr ure, and that the <br />only contribution of the insoluble solids in the cavity is to preve topalled'material <br />from falling out of the walls. <br />Negligible to high consequence due to potential for contamination o aquifer <br />Negligible to high consequence due to potential for contaminationto aquifer <br />Negligible consequence due to negligible magnitude and duration t f exposure <br />Negligible risk due to negligible probability of occurrence <br />i <br />Negligible risk due to negligible consequence <br />Very low risk due to very low probability of occurrence, and <br />low magnitude of potential releases to the environment thereby <br />minimizing potential for exposure <br />Recommended Mitigation: Cross - borehole tomography, or <br />some similar technique, should be used from a central pillar <br />hole to identify solution "fingers". In addition, volume <br />changes in the cavity will be monitored from solution <br />inflow /outflow balance. <br />Negligible risk due to negligible probability of occurrence <br />Negligible risk due to negligible probability of occurrence and <br />negligible magnitude and duration of potential releases to the <br />environment <br />Footnotes to Table 1: Risk Assessment Components: <br />Potential Failure Mechanisms: All identified potential mechanisms are included, regardless of likelihood of occurrence Hazard Assessment: An assessment of "what can happen ?" ranked according to risk to the environment (see Table 2) <br />Exposure Assessment: Assessment of the likelihood and extent of any exposure. <br />Consequence Assessment: An evaluation of the consequence of any exposure, regardless of how likely it is. <br />Risk Characterization: An evaluation of the overall risk to the environment of the identified failure mechanism, based on the evaluation of hazard, exposure and consequence. <br />1 of 5 <br />Golder Associates <br />993 -2057 <br />