Laserfiche WebLink
<br />I <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br />] <br />I <br />J <br /> <br />deposit approximately one mile wide and 40 feet deep at La Junta and continuous in the <br />river valley. The north boundary of the aquifer is a well-defined outcrop of Fort Hayes <br />limestone which is followed by the Fort Lyon Canal. The south boundary is under or <br />near the present course of the Arkansas River. The aquifer is technically a valley fill <br />deposit and is connected hydraulically to the river. The river controls the water level in <br />the aquifer by acting as a drain, the water level in the river being lower than that in the <br />aquifer. Silting in of the river since the construction of the Pueblo Reservoir has <br />lessened the river drainage and has result in a rise of the aquifer level of 3 to 5 feet <br />since 1965. <br /> <br />Well pumping rules established by the State Water Engineer in 1972 caused the City to <br />begin augmentation of river water depletions. The City joined the Colorado Water <br />Development and Protective Association in that year to provide for augmentation. <br />Because of new pumping rules this year, the City has purchased first-use water from its <br />allocation of the Arkansas-Fryingpan Project water for augmentation purposes. <br /> <br />Treatment consists of chlorination in the well fields. Distribution storage is provided on <br />high ground at the opposite side of the main distribution system from the well fields. At <br />present four major increased pressure zones exist above the main distribution system of <br />the City. Each of the pressure zones has its own water storage facility, which controls <br />the operation of the facilities supplying it. <br /> <br />A booster station in one of the City's three wellfields pumps to an entirely separate <br />system at the La Junta air field and industrial park, which has its own storage facilities. <br /> <br />I <br />I <br />I <br /> <br />-- - - --- - -- - WaSlewat6rTrealmenCPlaiiCCapacHy- - -- ---- n_ - ---- n ---~~ -- - - --- -- - . <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The average, maximum and minimum daily consumptions by month since 1990, as <br />taken from City records, are shown in Tables 1, 2, and 3, respectively. During the winter <br />when little water is used for irrigation, the daily consumption is about 1.6 mgd or about <br />205 gallons per capita per day (gcd). During the hot summer months when lawn <br />spinkling is at a maximum, the average daily load reaches about 5 mgd or 641 gcd with <br />peak days equal to 7.0 mgd or 886 gcd. Summer demands exceed those of most Front <br />Range cities and reflect the effect of the dry arid region, the seasonal nature of major <br />industries, and low water rates. <br /> <br />La Junta's wastewater treatment consists of a 2.5 MGD activated sludge plant that <br />serves all but a few industrial customers. Twelve to fifteen industrial and commercial <br />customers in the Industrial Park to the north of the city are served by evaporative <br />lagoons. The activated sludge plant has about 1 MGD capacity available for growth, <br />which equals about 5,000 residential equivalent units. Actual evaporative capacity of <br />the lagoons at the Industrial Park is about 25,000 gallons per day. The lagoon system <br />flow is not measured and available capacity has not been determined. <br /> <br />New requirements by the Colorado Department of Public Health and Environment may <br />lead to improvements of the lagoons including flow measurement and lining these <br />lagoons. If this occurs, some benefit may be obtained by developing a treated <br />wastewater reuse system for irrigation in the Industrial Park. <br /> <br />3 <br />