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Memo to Christine Johnston <br />Mountain Coal T.R. 69 Adequacy <br />page 3 <br />If Mountain Coal desires to complete this application, they will <br />have to complete an appropriately comprehensive evaluation of the <br />stability of the site. My review of the boring loge suggests that <br />basal landsliding planes may be evident in bore LPG-2 at 15 to 20 <br />feet in depth, in LPG-4 at 25 to 30 feet in depth, in LPG-5 at 20 <br />to 25 feet in depth, and in LPG-7 at 20 to 25 feet in depth. A <br />significantly more detailed site investigation will be necessary to <br />define the preexisting basal failure planes and the specific <br />landsliding mechanisms manifested at the site. Once this data <br />collection and evaluation has been completed, it may be possible to <br />design an appropriate facility to resist the effects of slope <br />instability at this site. In my experience, however, it may be <br />more cost effective to select an alternative site for the <br />installation of the ventilation fan and its attendant facilities. <br />Light Use Road <br />Similarly to the proposed fan bench, a major proportion of the <br />existing light use road which will service the fan facility passes <br />through prehistoric and historic landslide complexes. The road is <br />maintainable, and less susceptible to minor disorientation than the <br />fan and motor. However, it is important to maintain access to the <br />fan for maintenance and emergency access. In addition the road <br />must comprise a stable component of the reclaimed landscape. In <br />several locations, such as the tight bend in the southeastern <br />extremity of Lone Pine Gulch, the radius of the existing curves <br />will have to be increased. This will result in cut slopes of <br />significant size in these locations. If located in historic <br />landslide deposits, these cuts may result in cut slopes which will <br />be difficult to stabilize. An appropriate reconnaissance <br />investigation should be completed to identify potentially <br />susceptible locations along the road alignment. These locations <br />should be properly designed to assure long term stability of the <br />resulting cutslopes. <br />Fan Bench Area Cut and Fill Balance <br />The brief references to material balances within the application <br />suggest that an approximately 9,600 cubic yard surplus of material <br />will result from the cut and fill at the fan bench area. The <br />indiscriminant placement of this dead weight could destabilize the <br />slopes within the impacted area. The brief application does not <br />specify where the surplus material is intended to be placed. <br />Mountain Coal will need to provide this information, including <br />appropriate stability analyses for any fills. <br />