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Alamosa County <br />ALA.2 is about 80 ft from ALA.3, and water <br />levels in both wells fluctuate in a similar manner <br />CAWN wells that are in Alamosa County are <br />(fig. 5). The water level in ALA.3 decreased about 20 <br />named with the ?ALA? prefix and a sequence number. <br />ft in a short period in 1989. Since mid-1989, the water <br />Geophysical logs were recorded in 12 of the 16 <br />level measured in ALA.3 typically has been several <br />CAWN wells in Alamosa County. <br />feet lower than the water level in ALA.2, whereas <br />prior to mid-1989 water levels were higher in ALA.3 <br />Well ALA.2 than in ALA.2. Possibly nearby pumping or a change <br />in casing integrity caused the water level in ALA.3 to <br />Well ALA.2 was constructed by the USGS in <br />decline while water levels in ALA.2 were not similarly <br />1969 to measure the water level in the confined- <br />affected. The location and length of the open interval <br />aquifer system. A lithologic log is not available for this <br />in ALA.3 are unknown, so it is assumed that inflow <br />flowing well. Construction is reported to be 2.0-inch- <br />comes through possible casing imperfections at 110 <br />diameter steel pipe to a depth of 415 ft. Partial logging <br />and 160 ft and from the entire unlogged section from <br />with the caliper tool showed a reduction in the casing <br />881 to 970 ft. The water level measured in ALA.3 is a <br />from 2.0-inch diameter to 1.0-inch or 0.75-inch diam- <br />composite of the heads in the aquifer at depths of <br />eter at a depth of 350 ft. Logs could not be obtained <br />about 110 and 160 ft and in the open part of the <br />below the casing reduction because the diameter of the <br />interval between 881 and 970 ft. <br />smallest logging tools is approximately 1.6 inches. <br />Flowmeter logs were not recorded in the 2.0-inch- <br />Well ALA.4 <br />diameter section of the casing. Inflow is assumed to <br />come from below a depth of 350 ft because both the <br />Well ALA.4 was constructed in 1957 for irriga- <br />specific-conductance and temperature logs do not <br />tion use and is a flowing well. The casing is 20.0-inch <br />show significant inflections that would indicate inflow <br />diameter from land surface to a depth of 38 ft, <br />between the surface and 350 ft (fig. 3). The location <br />12.5-inch diameter from 38 to 1,422 ft, and 8.5-inch <br />and length of the open interval in ALA.2 are unknown, <br />diameter from 1,422 to 1,973 ft. The intervals <br />so it is assumed that flow comes from the entire <br />containing torch-cut slots (540 to 690 ft; 885 to <br />unlogged section from 350 to 415 ft. The water level <br />1,973 ft) are open to lithologic layers containing <br />measured in ALA.2 represents a composite measure- <br />(1) sand, gravel, or cobbles; (2) clay with some sand or <br />ment of the heads in the confined-aquifer system in the <br />gravel; or (3) sand or gravel with some clay (fig. 6). <br />65-ft interval from 350 to 415 ft. <br />The lithologic layers contributing water to the well are <br />below a thick clay layer that is present from a depth of <br />Well ALA.3 <br />about 290 to 442 ft. <br />Specific-conductance and temperature logs and <br />Well ALA.3 was constructed by the USGS in <br />the free-flowing stationary flowmeter measurements <br />1969 to measure the water level in the confined- <br />indicate two inflow zones in this well from a depth of <br />aquifer system. A lithologic log was not available for <br />1,200 to 1,600 ft and 540 to 640 ft. Specific-conduc- <br />this flowing well. Construction is reported to be <br />tance and temperature logs also indicate inflow occurs <br />2.0-inch-diameter steel pipe to a depth of 970 ft. <br />below a depth of 1,600 ft that is not confirmed by the <br />Partial logging with the caliper tool showed a reduc- <br />flowmeter data. One possible zone of outflow is indi- <br />tion in the casing from 2.0-inch-diameter to 1.0-inch- <br />cated from a depth of 970 to 1,000 ft. The small <br />or 0.75-inch diameter at a depth of 881 ft. Logs could <br />amount of outflow measured is either outflow into a <br />not be obtained below the casing reduction because the <br />permeable layer or outflow into the annular space <br />logging tools are approximately 1.6-inch diameter. <br />around the casing that eventually becomes inflow to <br />Flowmeter logs were not obtained in this well. <br />the well at a shallower depth. The decrease in flow at a <br />A plot of the specific-conductance and tempera- <br />depth of 1,422 ft is caused by the change in casing <br />ture logs indicates that flow enters the casing at depths <br />diameter there. <br />of 110 and 160 ft (fig. 4). The video log shows that a <br />break in the casing may exist at 110 ft and the casing is Under shut-in conditions, one inflow zone exists <br />slightly corroded near 160 ft, but no obvious perfora- from a depth of 930 to 1,520 ft, and two outflow zones <br />tions were seen at either depth. exist from a depth of 885 to 930 ft and 540 to 690 ft. <br />10Geophysical Logging to Determine Construction, Contributing Zones, and Appropriate Use of Water Levels Measured in <br />Confined-Aquifer Network Wells, San Luis Valley, Colorado, 1998?2000 <br />