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(approximately 173,000 gallons) and was designed to manage a significant storm event. The <br /> areal extent of the liner is delineated by the blue dashed line of Figure 5. Precipitation falling <br /> within this"sink", created by the liner system, is routinely pumped back to the HGM for make- <br /> up water. <br /> —WIL MARM <br /> -7 <br /> Well �eua - WJJLTROAD <br /> IICC[A Z �Y/J t0000 <br /> � „J <br /> •Yi -J ••�+ �LAYERS GCl <br /> �...�. <br /> �L .. '�••••' DRAM CODER OIL <br /> SELEOI OVERBURDEN MARRMt <br /> WALL" ING <br /> RNLL <br /> 80 mR SINGLE-SIDED TOM <br /> - = TEXTURED(1EXIURE0 FACE <br /> DORM)LLOEE GrOREMBRAW <br /> EATS.,GRDURD(20111 <br /> fM0 <br /> Figure 3: Cross sectional view of the mill platform area showing the lined area of the mill platform. The location of <br /> the head of the orange arrow indicates the top of the current Phase I liner located at the 9850 elevation. Source:MLE2 <br /> Amendment 10,Volume 1,February,2012:Figure 6-2 Mill Platform Section,Rev.A.p.6-9. <br /> -1)i y4ia +.�-', 7``*- rF� �O _'2'�p�•-• vi yT <br /> y-- �— <br /> � vL+Eaebnoec <br /> .._... ... _. ...:. ....__. c .__ - <br /> �-.Ml nd SWCIE-SgED xy�R ---F i�[ <br /> 1IXIVR[D CLTML C <br /> pO�NJ µDPC CGMRMRPANC <br /> -r-atasuocEN wmPl--ram <br /> Figure 4: Cross sectional view of the mill platform area showing the liner, drain cover fill(dcf), select overburden <br /> material, low volume solution collection fill, the 48"standpipe used to remove fluid from the basin, and <br /> approximately five feet of freeboard. Source: Mill Site Earthworks, Re-issued for Construction, August 16, 2012: <br /> Overburden Storage Area,Pumpback tube,Plan View and Details,Rev 1,p.9. <br />