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• <br />Affe <br /> Application Rat es Me <br />Rip-Rap tons/aft. _ 0.07 $/ton <br />H d. Lime Ibs/s . ft. 0.05 $W <br />To Soil tons/acre 6" thick 120 $Ron <br />Grass Seed lbs./aare* 22.5 $llb. <br />H dro Mulch $$/acre $lacre <br />Nettin Geo rid apply to sloped faces varies $I . it <br />Steel Culvert varies $/lin. ft <br />Weed Control $$/acre $1. <br /> ant <br />An <br />$$ <br /> <br />Sub-Total $$ <br /> <br />Totals $$ Maximum <br /> <br />Exposure <br />S <br />Excavated tructure <br />Surface Area ac <br />7.87 <br />$5,954.98 <br />Na <br />Waste Rock Embankment Face* n/a <br />Site $2 <br />100 <br />00 $8054 <br />98 $8 <br />054 <br />98 <br /> Drain a Diversion- I 6.28 , <br />. <br />$4,651.23 . , <br />. <br />Surrounding Surface Area Na <br />Area Embankment Face* n/a <br />Impacted%= nta nt, Na $4 <br />651 <br />23 $4 <br />651 <br />23 <br />20% Drainage Diversion- , <br />. , <br />. <br /> Total Affected Area Total: $12,706.21 <br />*Note: Embankment Face only pertains to slope faces that exc <br /> -Note: Drainage Diversion approximate costs have been indi <br /> - as defined in <br /> Labor and Equipment Unit Breakdown*** -- Topsoil, Lime, <br /> $12,706.21 <br /> Labor Q $I <br /> Lead Man/Operator $635.31 <br /> laborer 2 <br /> Lance: .:.52 <br />• - <br />- <br /> Equipment 0ty, 4 $1 <br /> Tandem Dump w/ Drive 5 <br /> Loader w/ Operator <br />1 <br />$ <br /> Excavator W/ Operator <br />t <br />$ <br /> Fuel & Maintenance 3 <br /> Mobilization/Demob. 3 $? <br />`'`Note: The Labor and Equipment Unit Breakdown was prep <br />contractor. Doyle Construction, Inc. has a great deal of exper <br />Summit counties. A letter is attached attesting to this. <br />0 <br />RF Reclamation Schedule Rev.0