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Non-Water Release Corrective Action Plan <br /> Corral Hollow Sanitary Landfill <br /> • Since the landfill will be in a state of closure with no personnel onsite daily, it is assumed that a <br /> subsurface fire will begin around a single malfunctioning landfill gas extraction well and will be <br /> identified and controlled after spreading approximately 150-feet. It is also assumed that the <br /> fire will reach a depth of 20-feet and will be suppressed by excavation and soil burial. It is <br /> assumed that the fire and excavation would damage a single vertical landfill gas extraction <br /> wells. <br /> The cost for excavating and replacing waste, soil suppression, final cover placement, erosion <br /> control, and construction of the replacement landfill gas extraction well is estimated to be <br /> $373,634 (see Table F-2, Appendix F). <br /> 5.3.2 Wildfires <br /> Wildfires are discussed in Section 4.3.2. Due to the location of the CHSL within a moderate fire <br /> hazard severity zone, wildfires are a reasonably-foreseeable casual event. The BMP for <br /> moderate fire hazard severity is to assume that 25% of the combustible surface structures <br /> within a zone of 200-feet at or near the landfill cell boundary would be destroyed. It is <br /> anticipated that a wildfire would cause damage to the landfill gas extraction system well-heads <br /> and surface vegetation. <br /> The removal and replacement costs for the extraction wells and the re-seeding the landfill is <br /> estimated to be $79,274 (see Table F-3, Appendix F). <br /> 5.4 MITIGATION OF FLOOD-RELATED IMPACTS <br /> As discussed in Section 4.4, it is likely that a 500-year flooding event will impact the CHSL due <br /> the southern side slope being near the limits of the 100-year flood plain. Based on being in a <br /> "Zone X, shaded" flood zone, it is assumed that a 500-year flood would be an additional 1-foot <br /> in elevation above that of the 100-year flood. At a 5:1 (horizontal to vertical) side slope, this <br /> would result in an affected area of approximately 8,500 square feet. It is anticipated that flood <br /> impacts would require reconstruction of the final cover system and re-seeding the slopes in the <br /> impacted area and is estimated to cost$165,606 (see Table F-4,Appendix F). <br /> 6.0 ESTIMATED NON-WATER RELEASE MITIGATION COST ESTIMATE SUMMARY <br /> Damage associated with the design precipitation event, wildfires, subsurface fires, and flooding <br /> does appear to be reasonably foreseeable, and costs to mitigate hypothetical damage from <br /> these events were estimated to range between $79,274 and $373,634 (see Table F-5, Appendix <br /> F). <br /> 17 Geo-Logic <br /> ASSOCIATES <br />