- 41 -                                         
          commercial was reasonable and likely.  See Symington v.                     
          Commissioner, supra.  These appraisers, however, are not in                 
          agreement with respect to the way factors such as topography,               
          size, shape, accessibility, visibility, and available utilities             
          influence the commercial utility of parcel B.  Respondent                   
          maintains that these factors do not impair the use of parcel B in           
          any significant manner.  Petitioner disagrees and contends that             
          such factors impose substantial limitations on plans to develop             
          the parcel commercially for profit.                                         
               Perhaps the most significant point of dispute involves the             
          topography of parcel B.  Parcel B consists of approximately 10              
          acres of land.  Prior to the construction of I-459, parcel B                
          contained a large depression, roughly 4 acres in size.  As part             
          of the plan to dispose of excess earth and rock accumulated                 
          during the I-459 construction project, Held agreed to accept as             
          much of this excess accumulation as needed to bring the 4-acre              
          depression to grade level.                                                  
               Petitioner maintains that the 4 acres of filled area on                
          parcel B constitute the only portion of that parcel suitable for            
          any type of commercial development.  Petitioner contends that the           
          remaining 6 acres consist of excessively steep sloping terrain              
          with a substantial amount of exposed surface rock.  Petitioner              
          further contends that significant evidence exists which brings              
          the integrity of the fill into question.  Pointing to an                    
          engineering report prepared in 1985 that presents an analysis of            
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