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During the quarterly sampling of Ciruela Canyon, no flow existed at Station CCS-1. <br />Analysis of the sample collected just above Station CCS-2 (below the mine water <br />discharge and coal refuse disposal area) indicated an elevated level of pH, conductivity, <br />turbidity, hardness, iron, and manganese over that sampled at the mine discharge (Table <br />2-7). This flow, however, is not having direct effects on the Purgatoire River because of <br />its absorption into the Ciruela and Purgatoire alluvium. <br />Flume stations were established on Apache and Santistevan Canyon on 5 April and <br />19 April, 1984, respectively. A no flow condition existed in Apache Canyon during the <br />monitoring quarter (Table 2-9). Four days of flow were recorded during the monitoring <br />period in Santistevan Canyon (Table 2-11) which indicated base flow conditions. <br />3.0 Ground Water Monitoring <br />Monthly ground water samplings were conducted at each of the five designated <br />stations PAW-l, PAW-2, PAW-3, CCAW-1 and ACAW-1 on 6 to 8 March, 28 and 29 March, <br />and 24 April. <br />3.1 Methods <br />The three Purgatoire alluvial wells have been in place for a number of years and <br />exact time and method of installation are not known, however, the four-inch steel casing <br />is completed to a depth of approximately 25 feet in each and no development or pumping <br />records are known to exist. Stations CCAW-1 and ACAW-1 have not been installed as of <br />the end of the quarter. <br />Depths to water below the top of the well casing was measured to the nearest <br />hundredth-foot using an electric line water level detector. The elevation at the top of the <br />well casing was subtracted from the depth to water to obtain the ground water elevation. <br />VVater quality was sampled in the field directly from the wells with a hand bailer. <br />The wells were cleared by bailing at least three columns of water prior to collecting the <br />sample. Equipment and procedures used for water chemistry analysis was consistent with <br />that described in Section 2.1 (Surface Water Monitoring Methods). <br />