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water continuing northwesterly into this channel and not allow <br />the water to flaw westward towards the Ponderosa Tree boundary <br />and County Road 23, where it has gone previously during high <br />flows. As shown on Exhibit E - Reclamation Plan Map, riprap <br />will be placed along the northwest excavation boundary to help <br />direct the water into the desired channel. <br />Exhibit D_ - Reclamation Plan <br />1. At the completion of Phase II excavation, the temporary <br />diversion will be removed and the cut in the existing berm will <br />be repaired. This will allow the river to flow in <br />approximately the same location that it does now. The river <br />will rejoin the northwesterly channel near the northwest corner <br />of the property as shown on Erhibit E - Reclamation Plan Map. <br />2. Very little vegetation is present in the areas of the <br />proposed excavations, but a few cottonwood shrubs will be <br />removed during the operation. As discussed in Item 4 below, <br />twenty-four b'-10' cottonwood trees will be planted as part of <br />the reclamation process, in the approximate locations shown <br />on Er.hibit E - Reclamation Plan Map. <br />3. As discussed in Item 1 above, the temporary diversion, <br />which was constructed to divert the Uncompahgre River into the <br />Phase I excavated area during Fhase II, will be removed at the <br />completion of Fhase II. The cut in the existing berm will be <br />repaired and the existing berm will remain in place. Please <br />refer to Er.hibit E - Reclamation Plan Map. <br />4. The mar.imum surface disturbance will have occurred at <br />the time when Fhase II excavation has been completed. Phase I <br />riprap and the side slopes of the Phase I area wilt have been <br />reclaimed prior to the start of Phase II. The wire/rail <br />structure on the south boundary will also have been constructed <br />prior t^ Phase II. Phase II reclamation items include: <br />Side Slope Grading/Culvert Removal <br />8 hrs @ b65/hr ----------------------------- ~ 520 <br />Riprap - 450 cu.yd. @ #5/yd --------------------- X2250 <br />Wire/Rail Structure: <br />i <br />!~ <br />i <br />25 - lSft (85#) Rail = 5.3 tans @ #160/ton - $ 848 <br />10 - 4'x50' Fencing @ X84.50/each -------- -- # 845 <br />Backhoe - 16 hrs @ $35/hr ---------------- -- ~ 560 <br />Labor - 3 men, 24 hrs @ $15/hr ----------- -- X1080 <br />Cottonwoods - 24, 6'-10' trees @ $30/each ----- -- $ 720 <br />Labor - 2 men, 24 hrs @ $15/hr ----------- -- ~ 720 <br /> X7543 <br />Exhibit E - Maps <br />1. As shown on Exhibit E - Plan Map, the road that will <br />6e used for the operation is the south road. <br />2. Pease refer to the enclosed Buckhorn Geotech analysis <br />dated February 10, 1992. <br />F'age 5 <br />