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Page 14 <br /> 6.4.5 EXHIBIT I/J — Soils and Vegetation Information <br /> deep, well developed soil profile is in part due to alluvial flooding which both scours and lays down <br /> sediment of diverse textural classes over time, but which lacks the appearance of an Inceptisol <br /> which is also commonly associated with flood plain locations. Deeper profiles may occur, however <br /> they are difficult to map under the best of conditions as they may vary every three (3) feet. <br /> Fundamentally, previous crop production activities over Unit 3 soils created a plow layer over the <br /> majority of Central Field, to an approximate depth of six inches; and likely contains the greater <br /> percentage of desirable organic matter and texture amenable to plant establishment and <br /> sustainability. These former rangelands turned to croplands have no predictable soil profile of <br /> consequence as you progress increasingly below the cropped layer. Other minor areas of impact <br /> over the remaining acres found within the parcel, have poorly developed soils whose depths vary <br /> from zero to eight inches. While anomalous pockets of deeper soil depths may occur, for <br /> purposes of this submittal, we will assume a soil depth to the plow layer of six inches over <br /> affected lands, excluding any obvious previously disturbed ground where soil has been removed <br /> (trenches, structures, etc.). Regardless, there is sufficient soil to assure a resoil depth of <br /> approximately six inches over the basin banks above the anticipated static water level of the <br /> reservoirs. The predominantly Otero Series soils underlying planned processing and product <br /> stockpile and transportation north of the Evans Canal are shallow soils of a foot or less over eolian <br /> deposits and alluvium; or sandstone bedrock, as in the case for the Tassel Series Soils. These <br /> soils are best left undisturbed where possible and simply reclaimed in place once processing and <br /> related activities are completed. <br /> For purposes of this submittal, all lands within the indicated permit boundary will be considered <br /> affected lands, but only those locations between the existing access roads, and which otherwise <br /> remain above the anticipated static water level of the resulting basins, will be soiled and seeded to <br /> establish vegetation consistent with the approved reclamation plan. All other previously disturbed <br /> lands outside of this area may be seeded to establish the desired vegetative cover where <br /> reaffected by planned activities, but in its previously disturbed state will not receive additional soil <br /> resources beyond what already remains, if any. Fortunately, the act of extraction serves to return <br /> affected lands to a stable configuration, and in a manner that creates a more enduring and <br /> beneficial habitat of indigenous vegetation and abundant water. <br /> Soil salvage will commence with the removal of the surface layer of soil to a mean depth of 6.0± <br /> inches, depending upon equipment and equipment operator limitations. Additional depths of soil <br /> (to the extent it occurs) will be removed in like manner until commercially viable overburden and <br /> aggregate are reached, unless already exposed as a result of poor soil development or flood based <br /> deposition. Soil salvage will be conducted primarily with excavators, but may include other heavy <br /> equipment such as bulldozers as warranted. To minimize the undesirable effects of soil blowing <br /> and loss, and to avoid damage to the soil resource via compaction, soil will be stripped wherever <br /> possible when soil is moist, and not dry or wet. <br /> Any portion of the solum suitable for plant regrowth will be utilized to meet the minimum depth of <br /> soil replacement for reclamation, with the excess made commercially available for export from the <br /> property. Generally, soil will be retained in sufficient volume to reclaim all lands remaining <br /> between the anticipated static water level of the basins and existing access roads which surround <br /> them at any given point in time during resource recovery operations. As detailed under Exhibit L — <br /> VARRA COMPANIES, INC. TWO RIVERS SAND GRAVEL AND RESERVOIR PROJECT MARCH 2O22 <br /> A REGULAR IMPACT[1121 CONSTRUCTION PERMIT APPLICATION-COLORADO DIVISION OF RECLAMATION MIING&SAFETY <br /> OFFICE OF MINED LAND RECLAMATION <br />