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Pit 1 <br />Reclamation in this area is addressed in i R -s. All Work has been completed per the EPA wetlands <br />mitigation � plan. Secondary seeding will occur this fall to meet their standatd�. All grading is complete <br />and meets the DRMS permit requirement. <br />Pit 2 <br />Pit wall., are stabilized with vegetation. Most of the slopes have not beer, graded to the required 3:1 <br />final slope. The pit perimeter is approAimately 3000 tt and appeared to be approximately a z:1 zlope. A <br />thin buffer between the Ana branch and the pit must remain .,o the majority of regrading will need to be <br />backfill. Sutticient Backfill and topsoil material is stockpiled on site. <br />Pit3 <br />Nit is partially regraded properly. The south and west bank appear to be graded to 3:1 or less, however <br />the north and east bank appear to be slightly steeper and closer to 2:1 grading. i u letaill adequate <br />buffer between the pit and the Ana branch, the north bank will require backtill. The north bank slope is <br />approximately 45u ft long. The east back can be cut and tilled and is 200 ft Ions. <br />Pit 4 <br />Pit walls are stabile with the west and southern bank having some volunteer vegetation. Banks appear <br />to be approAimately 1:1 sloped. The south and west banks will require backfilling to keep the Ana <br />branch Butter zone. The east bank will also likely need to be backfilled in order to keep the road <br />separating Nit 4 and 5 open. The road allows access to the pit south of the Ana branch as well as the <br />Gerhman Pit. Only the north 3zu ft could feasibly Be graded. A total of 1200 ft will be backfilled from <br />z.tockpiled materials. <br />Pit 5 <br />All but the east bank is stabilized With vegetation. All slopes appear to be approximately 1:1 requiring <br />regrading. The north bank will require fill due to its close pronimity to the property Boundary. The east <br />and south Banks will require fill to maintain the Ana branch buffer zone. The west bank could be cut But <br />fill is more feasible in order to maintain the access road that runs between pond 4 and 5. The perimeter <br />of pit 5 is appro,.imately 1/00 ft that will require fill from stockpiles on site. <br />Pit 6 <br />All of pit 6 appeared to have proper sloping. when the crusher is removed and central processing area is <br />reclaimed the south Wept corner may be affected. Some minor reseeding is likely to result but overall <br />this pit is well reclaimed. <br />Pit i <br />Staff was unable inspect pit 7, per previous inspection reclamation is complete. Prior to release staff will <br />inspect for proper sloping. <br />pit 3 <br />