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previously in this section. Subirrigated alluvium on Middle Creek downstream of Routt County Road <br />No. 27 crossing does not meet AVF criteria due to limited farmable acreage, as was also discussed <br />previously. <br />The alluvial body at the confluence of Foidel Creek and Middle Creek extending from the County Road <br />No. 33 crossing of Middle Creek upstream on Middle to the first Trout Creek irrigation diversion as <br />depicted on Map No. 15, Water Rights and Alluvial Valley Floors, does meet alluvial valley floor criteria <br />based upon existing flood irrigation and a presumed capability to support subirrigated vegetation. These <br />findings do not address areas further upstream on Middle Creek, as they are not hydrologically connected <br />to the proposed mining operation. The required fmdings for the identified alluvial valley floor at the <br />confluence of Foidel Creek and Middle Creek are set forth below. <br />1. The proposed mining operations would not interrupt, discontinue or preclude farming on the alluvial <br />valley floor. <br />The mine plan for the Eastern Mining District was shortened from the originally proposed panel length <br />for longwall panels 9R and 8R. Longwall panels in the Eastern Mining District did not undermine the <br />Foidel Creek/Middle Creek Confluence AVE Proposed longwall panels 6R through 2R in Eastern <br />Mining District presented in PR-04, undermined a portion of Middle Creek; however, the affected <br />portion of Middle Creek is not designated as an AVE <br />2. The proposed mining operations would not cause material damage to the quantity or quality of surface <br />and ground water that supply the alluvial valley floor. <br />As discussed in the PHC Section of this document, significant dewatering of the Foidel Creek or Middle <br />Creek stream/alluvial systems due to undermining would be precluded by the low vertical permeabilities <br />between the Wadge seam and the alluvia. Stream flow loss to surficial tensional cracks which may <br />develop is expected to be minimal and the fine-grained nature of the alluvium will rapidly fill any cracks <br />that may develop. Furthermore, surface cracking due to subsidence is typically limited to a maximum of <br />50 feet in depth and direct connection to the workings is not anticipated due to overburden depths in this <br />area in excess of 600 feet. Also, any stream flow loss will be more than compensated by the projected <br />and existing mine discharge to Foidel Creek averaging over 600 gpm. And lastly, the entire Foidel <br />Creek/Middle Creek Confluence alluvial valley floor is flood irrigated by water diverted from the <br />unaffected segment of Trout Creek above its confluence with Middle Creek, nullifying any temporary, <br />minor impacts which could occur. (See TCC Life of Mine Application Map No. 15). <br />The primary function of the Foidel Creek/Middle Creek Confluence AVF is the support of flood <br />irrigated hayland. As previously noted, the flood irrigation water is not diverted from affected segments <br />of either Foidel Creek or Middle Creek, but is diverted from an unaffected segment of Trout Creek. A <br />field inspection conducted by the Division in late August of 1986 observed vegetation on the flood <br />irrigated AVF to be more robust than adjacent areas upstream on Foidel Creek above the Trout Creek <br />irrigation diversion (assumed to be subirrigated). The flood irrigated pasture was dominated by pasture <br />grasses while weedy species were visually dominant on the non-irrigated reach (see vegetation data in <br />supplemental Report of 9/22/86). From comparison of the adjacent flood irrigated and non-flood <br />irrigated areas, it appears that sub-irrigation has little impact on the agricultural productivity of the Foidel <br />Creek/Middle Creek Confluence AVF, and that flood irrigation is the critical function. <br />Significant increases in the salinity of alluvial ground water in the confluence area would not be <br />anticipated since the majority of the recharge to the aquifer occurs during spring and early summer when <br />Middle Creek and Foidel Creek flows are highest and conductivity levels are lowest. Further dilution of <br />alluvial waters would be provided by Trout Creek irrigation drainage water. Since Trout Creek irrigation <br />34