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• other lineations are at a N40-50E structural orientation delineated by discontinuous <br />phonolite dikes that increase in frequency to the north, and a N45W trend of <br />discontinuous, narrow faults observed only in the northern portion of the site. There <br />appears to be minimal displacement (less than 10-30 feet) along the observed faults. <br />Four rock types compose the general bedrock geology of the Phase 5 VLF area. The <br />predominant bedrock unit is Granodiorite, which is a massive to foliated, medium to <br />coarse grained, hornblende biotite ganodiorite. The second most common unit is the <br />Cripple Creek Lapilli breccia, which is generally massive, structureless, matrix-supported <br />breccia that is poorly sorted, typical, diatremal crater-fill breccia. Clasts are sub-angular <br />to sub-rounded and primarily composed of various phonolite units with occasional <br />Precambrian fragments. The breccia commonly shows varying degrees of weak argillic to <br />potassic alteration. The third and fourth rock types are the Biotite Phonolite and <br />Phonolite, respectively. The Biotite Phonolite is generally a gray, fine-grained porphyry <br />with euhedral biotite and alkali feldspar phenocrysts. The phonolite is light- to medium- <br />gray, porphyry with subhedral to euhedral, medium- to coarse-grained phenocrysts of <br />alkali feldspar with minor amounts of feldspathoids, glassy apatite and pyroxenes. <br />• 4.5 Geochemistry <br />In 1998, for Amendment No. 7, Shepherd Miller Inc. ("SMI") and Adrian Brown <br />Consultants conducted extensive investigations of the ground water hydrology and <br />geochemistry of the District. These studies were reviewed and updated as a part of the <br />investigations for the Amendment No. 8. Additional studies were conducted in 2008 by <br />Adrian Brown Consultants as part of this MLE. A copy of the most recent study is <br />included as Appendix 1 in Volume II of this document. The results of this study are <br />summarized below. <br />The 2008 study reached two conclusions: <br />¦ The proposed MLE will not increase the average regional ground water flow rate; and <br />Any potential acid generation that might occur at the surface or in historical <br />underground mines will be neutralized along the subsurface flow paths in the <br />diatreme to the regional ground water table as intersected by the Carlton Tunnel. <br />The 2008 study updated the regional hydrology of the proposed MLE including the new <br />mining areas and the overburden storage areas. It was determined that the <br />• evapotranspirative losses from disturbed land in the project area are approximately the <br />Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension <br />4-6