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MINING PLAN <br />Exhibit D <br />LITTLE JOHNSON AMENDMENT <br />Mining Plan <br />INTRODUCTION AND OVERVIEW: The following mining plan primarily addresses the Little <br />Johnson amendment area and how it integrates with the adjacent Phase 4e. In essence, this amended <br />mining plan extends the Phase 4e mining eastward into the former Little Johnson reservoir azea. This <br />reservoir has not had water stored in it for many years and is basically a dry basin underlain by sand. <br />This basin is also underlain by tetrachloroethene (PCE) affected groundwater that is being treated and <br />reinjected into the aquifer after treatment. This remediation program is required by the Colorado <br />Department of Public Health and Environment. However, within rather tightly specified limits, the <br />sand deposit in the Little Johnson area can be partially extracted without adversely affecting the <br />remediation program. The final effect of this additional mining will produce a far more favorable <br />reclamation product on the east end of Phase 4e. The addition of this sand area will help to maximize <br />the extraction of a valuable resource needed for the continued growth of Colorado Springs. Other than <br />this deposit, there are few high quality and high volume sand deposits within a reasonable distance of <br />Colorado Springs. It is therefore important that this deposit be extracted to the full extent possible. <br />NATURE OF DEPOSIT AND UNDERLYING MATERIALS: <br />The sand contained in the Little Johnson azea is an extension of the sand deposit mined <br />immediately west of this area in Phase 4e of the current permit. However, the deposit differs in that it <br />becomes increasingly shallow to the east. The Pierre Shale bedrock under the deposit rises rapidly in <br />an easterly direction across the old reservoir area and reaches a near surface exposure on the east end <br />of the site or just beyond. The shale does not appear to be exposed in that area but is covered by a thin <br />layer of sand and clay loam soil. <br />Paralleling the bedrock is a discontinuous clay seam from a few inches to a few feet thick. <br />This seam delineates the boundary between the upper water zone and the lower water zone that is <br />being treated. Near the current permit boundary the sand just above the clay seam, which is about 50 <br />to 60 feet below the surface at that point, is moist but rarely wet. Moisture content above the clay <br />seam increases in an easterly direction and apparently rises somewhat faster toward the surface than <br />the clay seam itself does. <br />The Bradley Road groundwater extraction wells (Exhibit C-3), located just west of the affected <br />land boundary but several hundred feet west of the mining limit, captures groundwater in the upper <br />and lower water zones. The Little Johnson Reservoir (LJR) ground water extraction wells <br />Daniels Sand Pit #2 -Little Johnson Amendment - M-ts73-oo~ Exhibit D Page 1 <br />