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<br />..... <br />(j.l <br />QO <br />OJ <br /> <br />There are two principal means by which excess mine water can be disposed. <br />One disposal ~ethod is by reinjection into an aquifer and the other by discharge <br />to a surface stream. Although reinjection might require little Qr no trea~~ent <br />of the wate~, it is ccncluded in Ref. 2 (Vol. 2, p. 203) that it does not <br />appear to be an attractive method for disposing of large volumes of water :o~ <br />a sustained period. The reasons given ~~ere are that a relatively large <br />number of wells wo~ld be required in locations far from the mine, miles of <br />buried pipeline would be needed to deliver the wate~, mai~tenance would be <br />di:ficult, and lea~age of highly saline water through f:acture springs might <br />resul~. For these reasons we shall not consider reinjection further. <br />Discharge of mine drainage water to a surface stream will necessitate <br />treaenent of the water. At the present time, NPCES permit limits for surface <br />disc~arge have not bee~ defined. Recently propcsed State of Coloraco ?e~it <br />l~~its for discharge ~nto Picear.ce Creek from the C-b oil shale tract are <br />shown in Table 4-5. The dLscharge limits shown Ln the left col~~ of Tabl~ 4-5 <br />~ere obtained =xcm t~e C-b Shale Oil venture10 during ~he early phases of t~is <br />program and were used in definir.g the water treatnent schemes an~ ~stimati~g <br />t~eir costs for ex=ess ~i~e drainage water. The total dissolved solies level <br /> <br />is ~et relati~ely easily, but the limits on fluoride, =cron, phenol and ammonia <br />could re~uire relatively expensive treatment, dependi~g upon the levels ;rese~t <br />in the mine ~ater. The discha=ge limits shown in the right col~~ of Table 4- <br />cf the d:af~ of this report from the Colorado <br /> <br />5 we~e obta~ned during review <br />,- <br />f 1 ...-1 <br />Departmen t 0 Hea t.. . <br /> <br />~hey are the latest proposed NPDES limits and are <br /> <br />still unde=going review. The li~its on fluoride, boron, and phe~ol have been <br />relaxed f=om t~e earlier limits. From what is known at this ~ime of the mi~e <br />wate= ~antity and quality, and of the discharge quality require~ents, any <br />generalized estimates 0: treatnent costs can at best be ecucatec guesses. <br />Great care Must, therefore, be exercised when using any of the cos~s derivec <br />below. <br />In 7able 4-6 we have shown assumed ranges of contaminants i~ the mine <br />drainage water pumped to the surface_ The ranges are based on the assumption <br />that the mine water will be principally a mix~ure or upper aqu~=er water a~d <br />water from the upper portion of ~he lower aquifer of the Piceance Creek Basin. <br />The ~anges a~e based on the data shown in Table 4-4 and the U.5.G.5. data of <br />Ref. 11. The TDS, fluoride and boron levels are roughly consistent with the <br />planning values adcpted by Occide~tal Oil (Ref. 2, Vol. 2, p. 189), althougt <br />we have assumed a somewhat higher mean boron level based on perscnal discussior.s <br />