|  
                                       
                SUBSURFACE LANDFILL FIRE 
                SUPPRESSION AND MONITORING 
                                        
                A Case Study at the Campbell 
                Mountain Landfill, Penticton, British Columbia 
              Phase 
                1 Construction. 
                As mentioned previously, Phase 1 consisted of the installation 
                of an impervious clay cap over the landfill crest in conjunction 
                with shotcrete seals along the fractured bedrock found at the 
                edges of the ravine. Phase 1 was constructed by Kedon Waste Services 
                Ltd. of Penticton, with shotcrete work being subcontracted to 
                Silver Springs Ventures Ltd. of Kelowna, B.C. Phase 1 was completed 
                in May 1998. 
                 
               In order to achieve 
                a shotcrete seal that would be effective in preventing air from 
                entering the North Ravine through the fractured bedrock, a shotcrete 
                seal was applied over a three metre width; the bottom of the seal 
                was one metre below the existing ground level elevation while 
                the top was one metre above the final clay cap elevation. The 
                first step was therefore to excavate a one metre deep by two metre 
                wide trench along the edges of the ravine to gain access to the 
                entire area of coverage. 
                 
               The bedrock was thoroughly 
                cleaned using a high pressure air gun and or water gun prior to 
                the shotcrete being installed. The shotcrete itself consisted 
                of Type 50 cement, water, fine aggregate, a quick curing admix 
                and fibre reinforcing. 
                 
                             
                  
               After the shotcrete 
                was given sufficient time to cure, the excavated areas were backfilled 
                using local till, and then the clay was installed. Once the clay 
                cap was in place, protective 15.2 cm square steel monuments with 
                lockable lids were installed over each of the monitoring wells 
                and the Thermistor strings were permanently installed in the appropriate 
                wells. 
                 
               Because a membrane 
                cap was being contemplated directly over the clay cap, if the 
                clay did not achieve the desired seal (Phase 2), the original 
                plan was to hold off on applying the final biosolids cover. By 
                mid summer however, desiccation of the clay cap was noted due 
                to the extremely hot temperatures encountered during the summer 
                f 1998, and it was recommended that the final cover be installed 
                more as an insulation barrier than a vegetative cover. 
                 
                   
                              
                next page    
                phase 1 monitoring results 
               
                  
             |