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~} ~ <br />Ms. Candace Thompson <br />Page 2 <br />July 20, 1987 <br />#6 .Area is the top of the pile between both ridges, it <br />is just about flat with a slight slope to the north <br />and a portion to the west. We would replace all <br />topsoil removed 5 1/2" avg. Note: it has been our <br />experience on the Sutey property to recover more <br />topsoil then surveyed as the terrain has deep pockets <br />' of topsoil ran down spaced across the valley. i.e. <br />last week 7/9/87 the cat operator was removing 5' of <br />topsoil from an area that was suppose to have 22". 5 <br />1/2" of topsoil on a flat top of a refuse pile is more <br />than enough to sustain growth. See Tom Colbert VEG <br />Study on the old ref use pile. (Vol. 6, App 111-H-4) <br />3. No topsoil will be salvaged when snow is on the <br />ground. The vegetation reference area will have posts <br />placed at 100' intervals and a 25' buffer zone <br />established to project the area. <br />4. Phase I Pond Reclamation Costs - One pond approximately <br />• 145' x 200' = 29,000. sq.ft. 0.67 acre. Distrubed area. <br />The culverts, overflow pipes and other man made <br />structures can be dug out and loaded in a dump truc k <br />in a maximum of 8 hours. <br />214 B ackhoe - $58 Per Hr. x 8 = $464. <br />966 Loader - $68 Per Hr. x 2 = $126. <br />Dump Truck 44D - $44 Per Hr x 2 = $ 88- <br />$688 <br />Backfilling of one pond will be accomplished with a <br />D-8 dozer for an average push distance of 100 feet. A <br />D-8 dozer can push 900 cubic yards per hour at this <br />distance. <br />6500. cu.yd. divided by 900 = 7.2 hrs. <br />@ 118/hr = $849.60 <br />Topsoling = 29,000 sq.ft. x .88 (Area #5) = 25,520 <br />divided by 27 = 945. cu yds divided by 120 = 7.9 hrs. <br />Note: 966 loader $68 x 8 hrs. _ $544.00 <br />Short haul, topsoil pile close to pond Total $2082.00 <br />• Phase I - Pond Reclamation Bond $2,082.00 <br />MLRD Indirect Costs 20$ = 416.40_ <br />(What was the Board decision on $3498.40 <br />percentage of indirect. costs) <br />91 <br />