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February 2003 Hayders Gu46 Terminal, Inc. * Hayden Gukh Laadout - 2002 Annual Hydrology Repair 1 Page 3 <br />3.0 HYDROLOGIC MONITORING <br />3.1 SAMPLING AND MEASURING TECHNIQUES <br />Field conductivity and pH meters were calibrated prior to each days use. The conductivity meter was <br />calibrated using a potassium chloride solution with an electrical conductivity in the 78 to 6,668 micro- <br />Siemens per centimeter (µS/cm) range. The pH meter was calibrated using NBS traceable buffers <br />with pH values of 7.0 and 10.0 units. Static groundwater level measurements were taken with an <br />electronic water level indicator. Surface water flow was measured with a Swoffer Mode12100 portable <br />velocity meter. <br />Table 1, CDPS Analytical Llst, presents the parameter list for the CDPS samples. Table 2, Surface Water <br />Analytical L.irt, shows the laboratory analyses for the surface water samples. Table 3, Groundwater <br />Analytical List, presents the laboratory analyses for the groundwater samples. Analyses were performed <br />by ACZ Laboratories, Inc. (ACZ) of Steamboat Springs, Colorado. ACZ performs all analyses by <br />Environmental Protection Agency (EPA) or equivalent methods. Samples were hand-delivered to the <br />lab the day of collection in an iced cooler. <br />3.2 SURFACE WATER DATA <br />3.2.1 CDPS Monitoring <br />There are two CDPS monitoring sites at the Loadout, the Truck Loop Pond (Outfall OOlA), identified <br />as NPDESIH in the data summary tables, and the Rail Loop Pond (Outfall OOZA), identified as <br />NPDES2H in the data summary tables. The locations of the two CDPS monitoring sites are shown <br />on Figure 1, Monitoring Site Location Map. <br />During 2002, no discharge was observed at either site. Appendix A includes a listing of water quality <br />statistics for previous years for the Loadout CDPS sites. <br />Pet the requirements of the CDPS permit, No. COG-850008, quarterly Dischazge Monitoring Reports <br />(DMRs) were submitted to the appropriate regulatory agencies. Copies of the 2002 DMRs axe <br />provided in Appendix B, CDPS Discharge Monitoring Reports. <br />3.2.2 Stream Monitoring <br />Two stream monitoring locations were sampled in the vicinity of the Loadout along Dry Creek. <br />Permit specified monitoring consists of semi-annual (spring and faU) monitorng for flow and water <br />quality. The upstream surface water monitoring site (HGSDI) is located approximately 1.5 miles <br />upstream of the Loadout permit boundary. The downstream surface water monitoring site (HGSD3) <br />is located immediately downstream of the Loadout facility area. A third location, HGSD2, which was <br />downstream of HGSD3 was abandoned' in 1995. The locations of HGSDI and HGSD3 are shown <br />on Figure 1, Monitoring Site Location Map. <br />Surface water quality data for 2002 are included in Appendix C, Surface WaterQuality Data. A review of <br />the laboratory analyses for samples collected in May, the spring monitoring event, shows that water <br />column constituents from HGSDI and HGSD3, with a few exceptions, were similar to those seen in <br />previous sampling events. As noted in Section 2, precipitation in 2002 was significantly less than <br />normal. Consequently, stream flows in October were very low. HGSD3 was dry and, therefore, it was <br />not sampled in October. Flow at HGSDI in October was visually estimated at 2 gallons per minute <br />(0.0004 cubic feet per second). The major anions and cations, as well as, several trace metals (boron, <br />manganese and molybdenum) had slightly higher concentrations in October than previously seen. <br />MWFI * 1475 Pane Groac Rand, Sui<c 109 * Steamboat Springs, CO 80477 * (970J 8795260 <br />