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i <br />surrounding areal <br />Upon completion of backfilling and grading operations, topsoil will be`redistributed to a minimum <br />depth of six inches, with the exception of specified areas where topsoilwas not salvaged originally. <br />These areas wily be covered with a suitable amount of plant growth material and amended as <br />necessary. Prior to redistribution of the topsoil, the graded surface will be ripped to relieve <br />compaction and limit surface slippage. P. <br />~, <br />Based on the results of a study conducted on the Roadside Refuse Disposal Area over a period of 10 <br />years, and associated physical and chemical analysis which demonstrated that requirements of Rule <br />u, <br />4.15 can be met with less than four feet of cover material, the Division Itas approved a variance from <br />the four foot refuse cover depth requirement of Rule 4.10.4(5). Techni~:al Revision 16, approved by <br />the Division in January, 1994, approved minimum cover replacement depths of 18" on the RSRDA, <br />CRDA-1 and CRDA-3, and a minimum of 24" on CRDA-2. Noti-tonic cover borrow areas, and <br />topsoil and subsoil suitability levels and sampling plans were defined by TR-17, in April, 1994. <br />Reclamation of refuse areas will entail replacement of a minimum 6" tc pdressing layer with SAR of <br />12 or less and EC of8 or less. The lower 12" to 18" ofcover, as applicable, will have maximum limits <br />of 25 and 15, for SAR and EC, respectively. <br />During adequacy review associated with RN-4 and TR-42, the Division requested that the operator <br />submit soils data, evaluation, and mapping, pertinent to pre-salvage and post-spread sampling <br />conducted in association with 2002 refuse area cover-soiling and top-soiling operations. The <br />requested soils data and mapping were presented in new Appendix 9-%, with narrative evaluation <br />on amended pages 9-4 through 9-%, and amended pages 14-6 through 14-8, and 14-I 1 of the <br />reclamation plan ~, <br />At CRDA-2, subsoil was obtained primarily from excavation within and adjacent to the Coal <br />Creek channel and from construction of the new upper diversion; topsoil was from [ong-term <br />stockpiles. At CRDA-1, the entire cover soil thickness (subsoil and topsoil) was obtained from the <br />CBA-2 borrow area. At the RSRDA, the entire cover soil thickness was obtained from the <br />RSRDA soil borrow area. Soil Stockpile No. 3 was the primary sous. of topsoil used in the <br />North Portal Facilities Area reclamation project. 2002/2003 sample results for areas reclaimed in <br />2002 are summarized below. <br />CRDA-2 ~~ <br />Data indicates that CRDA-2 subsoil was relatively high quality, with only 1 minor <br />exceedatice of the EC subsoil criteria out of 15 samples (avg. EC=8.0), and no <br />exceedances of the SAR subsoil criteria (avg. SAR=6.9). Texture was silt loam or silty <br />clay loam. Sample data for the 6 inch respread topsoil layer aii; CRDA-2 indicates that, in <br />general, the topsoil was similaz or lower quality growth medium than the subsoil. There <br />were 5 exceedances of the EC topsoil criteria out of 15 samples (avg. EC=%.1), and 4 <br />exceedances of the SAR topsoil criteria (avg. SAR=10.8). <br />CRDA-1 r <br />CRDA-1~ respread soils data reflect sampling of the entire 18 inch cover soil thickness <br />(subsoil and topdressing combined). The material in general [Heels the subsoil criteria <br />(only three of 16 samples exceeded either EC or SAR criteria): However, ] 2 of the ] 6 <br />samples exceeded the topsoil criteria for either or both parameters. Average EC value was <br />Perini[ Revision No. 3 ~ Permit No. C-1981-041 <br />July 30, 2007 ~ '~ Page 34 <br />~ ~. <br />i <br />i <br />