Laserfiche WebLink
Wash Plant and Transfer point pad to 11-29-83 corres.; <br /> Office area AOC; Achieve AOC Renewal application <br /> behind wash plant, pg 25 & App. V-E-3; <br /> est 64,000 yd refuse V-E-3a; Cross <br /> and 50,000 yd sections A-A, A-B, <br /> concrete to achieve C-C; V-E-2, V-D- <br /> slopes, 8,700 yd soil, 3.d, Findings XVI, <br /> reveg; bathhouse, Rule 4.06 <br /> savage shop prep <br /> plant/thermal dryer; <br /> reclamation <br /> requirements for <br /> backfill and grading , <br /> topsoiling, reveg <br /> Old Refuse Pile Need down drain to Regs 4.10, 4.09.1(5), <br /> drainage replace pond outlet 4.05 <br /> and storage <br /> capabilities; channels <br /> on old road, also <br /> Old Refuse Pile Regs 4.03 <br /> access road <br /> Sutey access roads upper road to AOC; 8-27-84 corres.; TR <br /> (upper and lower) add 1,030 yds 10t c-3v <br /> topsoil, avg width <br /> g70 ft.; <br /> Sutey Ditch 8 Rebuild as needed to TR 25, Rule 4.05 rebuild using rip rap <br /> drainage stabilize, including <br /> feeder drains <br /> 001 pond access road rip, seed; remove Rule 4.03.1 <br /> Bear Ck. Culverts - <br /> clog easily <br /> Loadout Fill in remaining slot MR 46; 4.06.4 <br /> bin- capacity at <br /> 32,000 yds.; PMLU <br /> changed to <br /> commercial, 2-94 est. <br /> At 12 to 14k yds, rip <br /> and reveg (4.5 ac.) <br />