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STAtyDARD METALS CORP~ATIOi`i <br /> <br />P.O. Box 247 <br />Silverton, Colorado 81433 <br />(303) 387-5`.33 <br />h;arch 21 , 1983 <br />Mr. Don Si m_oson <br />Fermi is and Enforcement Section <br />Rarer duality Control Division <br />Colur ado De oartment of Fea lth <br />X210 East Eleventh Avenue <br />Le over Colorado 80220 <br />Gsar Don: <br />Re: Infernation Request - Tail Pond <br />No. 9 Seepage Control Plan <br />The info:~ation recuested in your letter of February 18, 1983, reeard- <br />ing Tail Pond No. 9 seepage control, is presented below. <br />1. Test holes and nits were e~:cavated at the tailings pond site dur- <br />ing the foundation investica ti on which intercepted ground wa-.er <br />at various depths ranging from surface to ten feet. Mont to r:inq <br />wells numbers 1, 2, 7, 11, 13, 1°, 16 and 18 (Seepage Contro:L Plan <br />Figure 2 ) penetrate to depths averaging five feet below the <br />tailings al]uvi um-interface (See Figure 1). It is reasonable to <br />assume from this information that the monitoring wells recentay <br />installed in the tailings structure embankment intercept somE~ <br />natural ground waters; hop:ever, due to the spatial relationship <br />between the tailing structure ponding area and well location; the <br />majority of water sampled in the wells is believed to on gineite <br />in the pond. <br />2. The tailings dcnosition site was excav ar.ed down to river gravel <br />in the Animas Fiver Mood ?lain during the site preparation phase <br />of tail pond construction. Excavated materials ,were either stock- <br />piled for reclamation or used in constructing the pond starter <br />diY.e and toe drain, dependent on material c};ar acteristi cs. The <br />organics and Fine were stockpiled, river grave'_s meeting toe <br />drain permeability requirements were used in constructing the: <br />b]anket toe drain, and moraine materials meeting starter dike <br />S DeClf].C atlOns were used in its construction. <br />The b]anket toe drain, constructed of river gravels overlain by <br />filter cloth, er.terids from the upstream toe of highway 110 to <br />a distance approximately 100 feet under the tailings pond ertrtank- <br />mCnt (see Figure 2). The remainder of the pond lies in direct <br />contact with natural alluvium minus excavated materials. <br />