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MRL 100 <br /> 2 <br /> H2O <br /> Flocculent Mix Tank <br /> 8 Metering <br /> Mine Drainage Preparation Plant Building <br /> Grit Screen <br /> P Krebs D-20 <br /> 1 Hydrodone 8 <br /> Valve Box Recycle Sump <br /> 4 B ass <br /> +35 Mesh Coal 17 Val Diversion PI 5 55'Dia. <br /> to Belt Refuse <br /> 3 Thickener <br /> a. <br /> 2. <br /> iv 7 <br /> 016 Ponds To Refuse <br /> Fitter No.3 Refuse <br /> Conveyor <br /> 6 <br /> Nalco 9 Static <br /> g� Mixer Reclaim <br /> : :Lbollds <br /> 0 8 H2O <br /> � Into Prep 10'Poly <br /> p Plant line,650' <br /> %f Raw Coal System <br /> Sump 020 Pond <br /> 0 <br /> Polymer Floc Mix <br /> Day Tank, Tank 8 Pump d <br /> 1,000 gal. 3,000 gal. <br /> ----- ---- % <br /> Norm#ly Zero Split at 70 µ 2 I <br /> Stream Q Q 0 0 9 ® Q <br /> Solids I bs./hr. AVG 216.00 — 216.00 20.00 196.00 110.00 86.00 — — - 86.00 <br /> Flow Rate GPM AVG 290.00 — 290.00 2.00 223.00 50.00 238.00 — 0.24 600.00 0.80 Proposed <br /> Solids%(PPM) AVG 0.14 = 0.14 2.00 0.14 0.50 (720) _ — — 20.00 Mid-Continent Resources, Inc. <br /> Flocculent(PPM) (2000) Mine Drainage Treatment <br /> Flocculent Lbs./hr. AVG — 0.40 — — — — - 0.24 - — — Process Flow Diagram <br /> 0.70 <br /> Pressure PSIG 06 July 1990 <br />