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III. COMMENTS -COMPLIANCE Below are comments on the inspection. The comments include discussion of observations made during the inspection. Comments also describe any enforcement actions taken during the inspection and the facts or evidence supporting the enforcement action. • Several culvert segments removed during reclamation were placed at the upper end of the temporary - road segment and need to be properly disposed of. - • Along the south side of the pile, properly sized water bars need to be extended from each of the terrace drain outlets, across the remnant temporary road segment into theriprapped permanent perimeter ditch. • Along the northwest side of the pile, additionalriprap appeazs to be necessary along a segment of the perimeter ditch where a temporary culvert was pulled. Also, several sections of reinforced concrete foundation ended up along the outside of the perimeter ditch during ditch construction, and need to be properly removed and disposed of. • Construction of the new perimeter ditch segments in conformance with approved design should be specifically referenced in the next quarterly refuse pile certification report. CRDA-2--Final reclamation with the exception the access road to the top of the pile and the old upper diversion was finished during April 2002. The old upper diversion and the temporary access road were regraded and roughened in May 2002. There has been no germination within the areasseeded in April. The following maintenance items were noted: • It appeared that some additional grading might be warranted along the Ta terrace drain at the lower end of the segment recently extended across the reclaimed road, [o establish design capacity (in-slope grade and width). • In a couple locations, large boulders had rolled down into the new upper diversion channel (probably during backfilling of the old upper diversion). One large (4'x5') boulder and a couple smaller boulders were located on the east channel wing a short distance up from the outlet..A couple additional large boulders were located approximately 50 feet apart, near the center segment of the upper diversion. These large boulders need to be moved out of the channel, to restore design capacity. • Construction of the new perimeter ditch segments and the new upper diversion east and west wings should be specifically referenced in the next quarterly refuse pile certification report. Due to site specific construction considerations, the location of the terminal ends of each wing of the new upper diversion do not correspond exactly to the locations as depicted on Exhibit 60 (CRDA-2 Final Contours). This should be acknowledged in the certification, and the significance of the variance with respect to ditch design specifications and functionality should be addressed. RSRDA--Construction of the two newterrace drain benches and placement of cover soil and top-dressing had been lazgely completed. Construction of the new upper diversion had been recently initiated and was in progress during the inspection. Fabric underliner and riprap had been placed along the ditch but installation had not yet begun. Upon completion of the upper diversion, work is to be initiated on the perimeter collection ditches that will convey drainage from the two terrace drains into Pond 8, and from the toe of the pile into Pond 9.