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Camiletti ranch is attributed to the Fish Creek AVF, located in sections 10 and 15, TSN, <br />R86W. <br />The Division affirms its previous AVF determinations for the Grassy Creek and Little Grassy <br />Creek AVFs that were made in the 1981 findings document of the Seneca Il Mine (C-1980- <br />005). Those previous determinations are provided below. <br />The confluence of Grassy Creek and Little Grassy Creek, the narrow strip <br />along Little grassy Creek and land adjacent to Fish Creek were determined <br />by the Division to be Alluvial Valley Floors based on the geomorphology, <br />shallow ground water levels, soils, vegetation, land use and infra-red photos <br />as demonstrated by the following discussion. <br />Exhibit 7-16 of the application delineates the areas that are characterized by <br />alluvial fill material. There are no terraces associated with any of the areas. <br />The confluence of Grassy Creek and Little Grassy Creek is approximately 45 <br />acres with alluvial material averaging 40 feet deep. The strip along Little <br />Grassy Creek is very narrow and comprises approximately 40 acres in total <br />with alluvial material up to 51 feet deep. Grassy Creek and its tributary, <br />Little Crassy Creek, cover 3.07 square miles or 72% of the permit area. The <br />drainage from the mine area accounts for 12.5% of the overall Grassy Creek <br />Basin. Two unnamed tributaries of the Fish Creek drainage basin are located <br />in the southern permit area. About 1.22 square miles or 1.5% of the total <br />Fish Creek Basin will be affected by Seneca II. <br />The quality and quantity of the two drainage basins is influenced strongly by <br />spring runoff creating seasonal fluctuations as is characteristic of streams in <br />the upper Colorado River Basin. The average flow in Grassy Creek, measured <br />at SW-S-2 (Exhibit 7-2) is 1,827 gpm with a recorded high of 12,280 gpm <br />during spring runoff and a low of 28 gpm during low flow. During spring <br />alkalinity is lowest and during summer and winter alkalinity is somewhat <br />higher. Acidity is the mirror image of alkalinity. The concentrations of total <br />iron varies with suspended solids which increase during high runoff periods. <br />Manganese exhibits the same seasonal fluctuations as iron and total <br />suspended solids. pH has shown no apparent variations. <br />Groundwater levels measured in alluvial wells GW-S6--A, GW-531, GW- <br />S33(Exhibit 7-2) demonstrate subirrigation availability. The water quality <br />analysis indicates a slight to highly mineralized Ca-Mg-SO4 or Ca-Mg- 504- <br />HCO3 type water with near normal pH and high sulfate concentrations. The <br />amount of trace metals was low with the exception of high manganese levels <br />in all wells. The application states that the high salinity of the groundwater <br />makes it unsuitable for irrigation. The Division disagrees with this conclusion <br />since a comparison of water quality data collected during the growing season <br />(Table7-25) to a more recent flood irrigation water quality classification <br />(USDI, 1968) shows a classification having a low salinity hazard. <br />Peabody Sage Creek Mine 36 May 7, 2010