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EXHIBIT C • <br /> TECHNICAL ACCEPTANCE STANDARDS <br /> I 1. Placement and Compaction of Debris Fill (Lots 45-B,and 45-C, 45-D and 45-E)— <br /> Placement and compaction of debris fill placed in the landfill area shall conform to the <br /> attached recommendations provided by GeoEngineers, as approved by the City of Everett <br /> Parks and Recreation Department. <br /> 2. Rough Grading—CSR AssociatedRinker shall provide rough grading on the Transfer <br /> Lots (45-A, 45-B,and-45-C, 45-D and 45-E). The City of Everett Parks and Recreation <br /> Department will provide to CSR AssociatedRinker a grading plan showing proposed <br /> finish elevations. Rough grade elevation shall be defined as 1.0 feet below the finish <br /> elevations shown on the grading plan. Rough grading shall also be consistent with the <br /> aAmended DNR Surface Mining Permit. <br /> CSR AssociatedRinker will provide earthwork including cut, fill, grading and <br /> compaction to prepare the site to this rough grade elevation within the specified tolerance <br /> (±0.3 feet). <br /> Grading and compaction for Lot 45-A shall conforms to the requirements and <br /> recommendations as described in Section 4 of the attached"Southwest Everett Athletic <br /> Fields Geotechnical Report" dated 28 June 1999 by Shannon and Wilson, Inc. and the <br /> attached recommendations provided by GeoEngineers. In the event of differing <br /> recommendations,the more stringent shall govern. (This work has been satisfactorily <br /> completed.) <br /> Grading and compaction for Lots 45-B.. and 15-C, 45-D and 45-E shall conform to the <br /> requirements and recommendations as described in the recommendations provided by <br /> GeoEngineers, as approved by the City of Everett Parks and Recreation Department.- In <br /> addition, on Lot 45-D within the top five feet of the fill, lift size shall be limited to a <br /> maximum loose lift size of 12" in depth and compaction shall be required to achieve 90% <br /> of the maximum relative density as determined by ASTM D-1557, (Modified Proctor <br /> method.) <br /> In addtion, on lot 45 D, lift size shall be limited to a maximum loose lift size of 12"in depth <br /> and compaction ,hall be rtgaired to aehiev. 90%of the maximum r=lativ4 Density as <br /> determined by ASTM D 155-7,(Modified Proctor method.) <br /> 3. A minimum of the top 2.0 feet of the rough graded earthwork fill shall be granular <br /> material defined as structural fill in the aforementioned reports or as approved by the City <br /> of Everett Engineering De-pal tiuent. Structural fill is hereby defined as a reasonably <br /> well-graded (from coarse to fine) sand or sand and gravel, free of organic material and <br /> debris, with a maximum particle size of about 3inches. It should contain no more than <br /> 5% fines (material passing a#200 sieve),by weight,based upon wet sieving of the minus <br /> 2004 Revised Development Agreement !: ft.. • • ..•- - •• . . •.-• . . r • •- <br /> - <br /> 112 • .. _.. •. !• _ •— <br /> ... <br /> 41 <br /> 8/1/2005 .ret rte et . et r_ et, t et.: , et.. att,: . to <br />