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Parkdale Project • 4 ~ Reclamation Permit <br />2.0 Site-specific Data Collection <br />A number of visits to the project area were completed as this project progressed. During <br />these site visits it became apparent, when considering revegetation options, that the soil <br />available for salvage and redistribution on site may not correspond with that indicated by <br />the soil survey completed by the SCS. For example, the depth of soil suitable for salvage <br />from Map Unit 50 was indicated to be from 12 to 60 inches depending upon chemical <br />considerations. The percent of coarse fragments within the profile of the Kim series <br />typically does not exceed 15 percent. This unit within the project boundaries, in pazt, is <br />the area where aggregate is considered to occur at or near the surface and is the location <br />of the deposit proposed to be mined. It was determined that the nature of the soils on <br />site, overlying areas proposed for disturbance, should be examined in the field. The <br />following methodology was used to determine potential salvage depths of suitable <br />surficial soil materials overlying each NRCS map unit proposed for disturbance. <br />The SCS survey completed for portions of Fremont County was reviewed to become <br />familiar with the general edaphic characteristics of the project area. In addition to the <br />review of existing soils information, project maps were evaluated to locate dominant <br />features of the project area and probable access routes to and from the acreage to be <br />evaluated. <br />Following the review of existing information, field studies were completed. To begin the <br />field studies, the proposed project area was traversed to become familiar with access <br />routes and surficial soil conditions characteristic of the site as influenced by topography, <br />vegetation, and geology. Observations were also made with respect to soil salvage <br />potentials as expressed through topography and vegetation cover. <br />Each SCS map unit proposed for disturbance was then located on the ground. Within <br />each unit, Iransects were walked to determine overall map unit characteristics and to <br />select a sample point characteristic of the dominant soil of the unit. Sample points were <br />selected to represent the dominant characteristics of the soils to be disturbed. <br />At each sample point, the surface soil was evaluated to a depth of from 12 to 18 inches or <br />to bedrock if such occurred within these depths. Soil parameters assessed included <br />texture, percent coarse fragment content (by volume), effervescence, and pH. Below the <br />surface horizons, soils were excavated a depth of 5 feet, bedrock, or auger refusal to <br />determine general soil depths and characteristics. General information recorded at each <br />sample site included vegetation characteristics, physiography, slope, and aspect. <br />Approximately one-half quart of soil material was collected from the surface horizons of <br />the major soils proposed to be disturbed. Five samples (S-1 through S-5) were collected. <br />These samples were sent to the Soil and Plant Testing Laboratory on the Colorado State <br />University campus for analysis. The analyses to be completed consisted of pH, texture <br />(field method), percent organic matter, NH,-N and NO,-N (ppm), phosphorus (ppm), <br />potassium (ppm), electrical conductivity (mmhos/cm), and lime estimate. <br />