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<br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />Well No.5. Well No. 5 is located in the southwest part of Block 9 of the <br />original Town of Swink. The well was drilled in July, 1946 and is 33 feet <br />deep. This well is not in use at the present time and is not registered with the <br />State Engineer's office. The water rights in the quantity of 125 gallons per <br />minute were adjudicated in October, 1973. <br /> <br />I <br />I <br />I <br />I <br /> <br />School Well No.1. School District No. 33's well No. 1 is located in the <br />northwest corner of the SHOWALTER ADDITION. This well was drilled in the <br />spring of 1976 as a replacement well. The original well was drilled and put <br />in service in June., 1950. The current well is approximately 37 feet deep <br />and is equipped with a 15 Hp pump rated to deliver approximately 225 gallons <br />per minute. When the well was visited in July, 1976 the pump was sucking air. <br />The well is registered with the State Engineer's office and the water rights <br />have been adjudicated. This well is used only for irrigation purposes. <br /> <br />School Well No.2. School District No. 33's well No. 2 is a "soft" water well <br />used for potable water supply to the school system. The well is reported <br />to be 454 feet deep. Additional data on this well is currently unavailable. <br /> <br />Aquifers. The shallow "hard" water wells which supply the irrigation and <br />non-potable water to the Swink system derive their water supply from the un- <br />consolidated alluvial deposits of the Arkansas River Valley flood plain. <br />Physically, this supply is very reliable and could be expanded. Individual <br />wells or well fields can be economically installed which produce quantities <br />ranging 500 to 1000 gallons per minute. Legally, these supplies might be in <br />considerable jeopardy and will be discussed later in this report. <br /> <br />I <br /> <br />I <br />I <br /> <br />The two "soft" water wells which supply the town's potable water system <br />derive their water supply from two bedrock acquifers. These are the Dakota <br />Sandstone Formation and the Cheyenne Sandstone Formation (Sometimes referred <br />to as the Second Dakota). These formations underlay the entire Arkansas Valley <br />from Pueblo to Lamar. In the vicinity of Swink the bedrock dips generally <br />north into the Denver Basin. Limited recharge to the acquifers occurs approxi- <br />mately 20 miles South of La Junta where the bedrock outcrops in the Apishapa <br />Uplift. Due to the tilted structure of the bedrock and the topography, wells <br />drilled into these formations originally flowed by artesian pressure. Due <br />to increasing withdrawals from the acquifers, the static water levels have <br />dropped in the past 30 years. This lowering of the static water level does <br />not necessarily represent a significant decrease in the amount of water <br />available since the water levels are still above the acquifers. To sustain <br />pumping rates at the rated capacity of the wells requires deeper pump settings <br />with high head pumps with larger motors. The permeability of the Dakota <br />and Cheyenne sandstones is variable. Some areas are too tight to yield more <br />than 4 or 5 gallons per minute. The permeability in the Swink area is con- <br />sidered about average. It is doubtful that sustained production rates would <br />exceed 40 to 60 gallons per minute from either of the bedrock acquifers. <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />2.3 WATER RIGHTS AND PERMITS <br /> <br />Of the five existing municipal wells, only two have been registered with the <br />State Engineer's office. The wells along with pertinent data regarding <br />registration,. pumping rates, priority date, etc. are listed below. <br /> <br />-12- <br />