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• Surface Water <br />The project area lies in two designated ground water management districts. The Kiowa <br />Bijou district overlies the northern portion of the project area. The ephemeral streams of <br />East Bijou Creek and Godfrey Gulch represent this district. The southern portion of the <br />area lies along Willow Creek, a tributary to the Big Sandy River within the Big Sandy <br />management district. <br />i s <br />• <br />Average rainfall is in the 10 to 12 inch per year range (Special Publication 53 (SP53) <br />Groundwater Atlas of Colorado, Colorado Geological Survey). Runoff is virtually nil <br />with an annual rate of 0 to .2 inch (SP53). There are a few surface water catchments for <br />cattle grazing purposes but there are no irrigated lands. <br />The Corp of Engineers has made a final ruling that none of the project area, except for a <br />very small area near Hwy. 86's junction with the UP rail line, will be jurisdictional waters <br />of the United States. <br />Ground Water <br />The project area lies along the far eastern edge of the Larimie -Fox Hills aquifer. The <br />aquifer lays 3 to 12 feet below the lowest lignite seam and will not be penetrated except <br />for sub - drilling necessary for the gamma -log probe. Ground water flow is unconfined <br />and generally away from and to the north (SP53) of the project area. There are no <br />irrigation wells in the project area due to the low production potential and low <br />transmissivity (SP53) from the Larimie -Fox Hills. <br />There are about a dozen stock tanks over the area fed by wind- powered pumps. From <br />local conversations, most of these appear to be above the Larimie -Fox Hills. Production <br />from these wells is sometimes intermittent and generally produces in the 2 to 8 gpm <br />range. There are vacated monitoring wells in Section 34 and Section 5 T8S R59W, but <br />their condition is unknown and no monitoring is taking place. <br />Soils: <br />Contact was made with the NRCS office in Simla, Colorado for assistance in describing <br />soils and vegetation in the project area Exhibit D . In addition, a more detailed study by <br />Elbert County, in conjunction with the US Department of Agriculture (Series 1960, No. <br />31), was performed and that mapping is reflected on Man 4 . <br />The higher south end of the project area is primarily Renhill Complex, a clay loam. As <br />you move northward, the soil transitions to a Boca Complex, loamy slopes, and at the <br />north end of the project becomes a Christian Clay soil type. No data has been gathered to <br />date by the project to identify soil horizon depths. <br />9 . <br />