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Anticipated Foalotnrt:on Taeke t]n PrrvOM PrePeRy, Coo/ Baarrt Mrnn WORK TASKS The projected work tasks inGude the following (Note that tasks are described for private property onty_ Property Unes were derived from a map provided to the Division by tJC+d-Continent Resources in 1998): 7asx 7: Demolition Task 2 Road Grading Task 3; Low Water Crossing Task 4: Surface Channels Task 5: Earth Work Task ti: Topsou Application and Surface Roughening Task 7: Revegetatlon ' Task tl: Post Cort5lntUion Sedimerd Control TASK DESCRIPTKMI TASK 1 DEi41OLIT1ON The goal of this Task is to axornplish aemortion and disposal of a wncrete drainage ditch and an adjacerK retaining wall, disposal of stee{ debris, trash, tires and other miscatianeous materials. A sma11 amount of sleet debris, Gres, and other materials are totaled nearthe main entry gate. A small amount of steel debris, other meteri&Is arxt trash may be encountered near the Rock Tunnel vidnity. These metedals, as welt as arty other trash or debris, will be CdleCted and removed from the she. Adjacent to Coal Creek is a concrete lined ddch and retaining wall. The ditch end wall extend east from t11@ Yidnlly of a targ@ steel buikting to the tMrli Creek Diversion. Thens are three short concrete lateral ditches that feed trio the main concrete ddch. These slnraraes -nll De completely removed and placed with any other concrete rubble in the designated disposal area. Th6 demolished concrete, htduding caber, wilt be transported to a disposal area located on top of the Coal Refuse Disposal Area, approximately one hustdreA and fifty feet south of the concrete ditch. A hde vall be excavated in the refuse, and the demolished concrete ruble wU16e placed in the hde. Upon comptelion, the excavated refuse m71 be placed aver the concrete. The surface of the draposal area will be reshaped to blend the disposal area with the adjoining refuse and hill slope TASK2 ROAD GRADING t3etf Line Transfer Raad The approximately 450 feet long Bah Line Transfer Road (located ort the north sloe of Coal creek) wia be badd'dted and graded so that the original contour of the mad Segmerri 15 approxfmated_ CNeterisl wdl be excavated from the outslope of the road and piawd auto the roadway m orderto blend the hill slopes above and below the road segment The fill will extend to near the crest of the existing road cut The slope Of the fill vnll not be steeper than that of the slopes immediately above and below the fJi area. The fill end excavation areas will be topsaled. roughened and revegetated, Exhibit B to Settlement Agreement