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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />: I <br />I <br />I <br /> <br />I'\r, David Burke <br />rJo'lember 15, 1979 <br />Page Three <br /> <br />Prior to mining days the hydrologic setting of this area was probably conducive <br />to both the development of wells and the disposal of wastes through septic tanks <br />and leach fields; however, because of the extensive tunneling and the numerous <br />tailings deposits scattered throughout the area, this hydrologic setting has <br />been distrubed, Water from aquifers may still be available, although it may be <br />difficult to find an area in which to drill that does not intercept a tunnel or <br />shaft. The extensiye faulting in the area will provide conduits for ground <br />water to travel along and adjacent fracture porosity should also provide signi- <br />ficant amounts of ground water. In addition, ground water may be expected from <br />the alluvial deposits within Evans Gulch, Waste disposal may be a problem for <br />two I'easons, First of all the many tail ings piles, if unduly saturated with <br />waste disposal water, could become mobile and cause problems through sliding. <br />Secondly, the numerous shafts and tunnels in the area may provide conduits for <br />liquid waste to travel along and potentially pollute the ground water system in <br />the area, Thus, I feel that this problem is one that requires further close <br />scrutiny, perhaps by the County Sanitation Engineer or some other soil scientist <br />trained in waste disposal problems. <br /> <br />In summation, it appears that the northwest portion of this tract is most am- <br />mendable to development because of the relative rarity of both faulting and <br />mining actIvIty. The unconsolIdated surfIcIal deposits, probably glacIal out- <br />wash material, will provide good foundation supportive material and will also be <br />permeable enough to provide suitable waste disposal systems, if the contamina- <br />tion possibIlIty previously mentioned can be mitigated. The landslide and <br />rockfall areas should be totally avoided for development, as well as the one <br />Jvalanche path noted in the southeast corner of the tract. Avalanche tracts for <br />t,his report are labeled with an "A" or the word "Avalanche" and faults are <br />labeled with an "F," Lower areas adjacent to the floodplain of Evans Gultch may <br />also be suitable for development but will require site specific examination for <br />each individual unit, It is my opinion that density for this particular tract, <br />in view of the significant problems effecting it, should be fairly low. <br /> <br />SOUTHEASTERNMOST LAND USE AREA - Iowa Gulch - This area underwent much less <br />mining activity with that being concenrated in the northwest corner, This is <br />probably because, although upper Paleozoic units such as the Minturn Formation <br />and Belden Shale probably crop out in this area, the Laramide intrusives do not <br />crop out as extensively and therefore mineralization was not as high as in the <br />previously discussed area, <br /> <br />Because of the relative lack of minIng activity in this tract, only the north- <br />west corner has a minor subsidence potential. There are hazards however, <br />notably the fairly large avalanche chute coming down from the northeast, and two <br />smaller avalanche chutes coming into the area from the south; the faults in the <br />area which should be avoided although they should not be a problem except in the <br />event of earthquakes in the Colorado region; and the possibility of flash <br />flooding in some of the gulleys of the tract especially were shown on the <br />accompanying map, <br /> <br />In thIs tract water well developn1ent should not be significantly affected by <br />previous mining as there is not a high likelyhood of intercepting tunnels except <br />in the northwest corner of the t,l'act, In addition, the waste disposal problem <br />is at a minimum, because ground watel' percolating through the permable soils of <br /> <br />A - 10 <br />