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of NPDES Permit No. CO-0000221 (Appendix 15-41. Pond 006 was completed in October, 1989 <br />and it started discharging effluent in March, 1990. Pond 005 was completed in July of 1992 <br />and started discharging in April, 1993. Pond 009 was completed in October of 1991 and started <br />discharging in April, 1996. Pond 015 was constructed in August 1999 and began to discharge in <br />February 2000. Pond 016 was constructed in September 2000 and began to discharge in April <br />2001. As of December 2001, Pond 017 has not been constructed. Monitoring at NPDES sites <br />will adhere to the requirements of NPDES Permit No. CO-0000221. In addition, tri-annual full- <br />suite water samples will be collected at all NPDES sites. <br />Ground Water Monitoring <br />Ground Water Monitoring Site Numbering System. An example of the format used to identify <br />ground water sites is "GW-S2W-19A". The "GW" prefix indicates ground water; the "S2W" <br />refers to the Seneca II-W Mine; the number "19" refers to the site number; and the "A" refers to <br />the aquifer code, which in this case is the alluvium. Other aquifer codes include: "OV" _ <br />Wadge Overburden; "W" =Wadge coal; "WC" =Wolf Creek coal; and "I" =Wadge/Wolf Creek <br />interburden. The addition of an "E" prior to these aquifer codes at Weli Site #3 denotes an <br />eastern set of water level observation wells. For the sake of brevity in the text, the GW-S2W <br />prefix is usually omitted. Thus, for example, Site GW-S2W-19A is referred to as simply "Site <br />19A". <br />Ground Water Monitoring Well Construction and Testing. Well construction summaries and <br />lithologic logs are found in Appendix 7-1, No well development activities were documented for <br />wells drilled in 1979 (Well Sites 1-91~ Wells GW-S2W-10W to 13W were developed in August, <br />1982. Development procedures consisted of water injection followed by air surging. Air is <br />injected into the well forcing water, sediment, and contaminants out of the top of the casing. <br />The air supply is periodically shut off, allowing the aerated water column to fall back down the <br />well bore which effectively back surges the gravel pack. Development information for wells <br />drilled in 1987 (Well Sites 14 through 191 may be found with their respective well construction <br />summaries (Tab 7, Appendix 7-11. In general, these development activities included a <br />combination of bailing, pumping, and air surging. <br />Aquifer tests were attempted on all wells drilled in 1987 (Wells GW-S2W-140V to 19A1. Tests <br />conducted at Wells 140V and 160V wore unsuccessful. Accurate water level <br />measurements could not be obtained in 140V, and 160V was dry at the time the aquifer tests <br />10 Revised 01!02 <br />