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(a) This work is associated with the stripping,excavation and grading of the Lift Station 2 site and <br /> access road to the site. <br /> (b) Reference specification Section 02310—Excavation & Embankment—Site Grading. <br /> 11. Bid Item B-11: Common Borrow from On-Site Stockpile <br /> (a) This work is associated with retrieving and placing borrow material from the existing stockpile <br /> located on the northern end of the landfill and utilizing it for the berm to be constructed on the <br /> forcemain that crosses over top of the landfill cap. <br /> (b) This item will also be used for borrow material placed in excavations for tank removal, if needed. <br /> (c) Reference specification Section 02310—Excavation & Embankment—Site Grading. <br /> 12. Bid Item B-12: Aggregate Surfacing Class 2 <br /> (a) This item is associated with the construction of the access road to Lift Station 2 and the restoration <br /> of any gravel roads disturbed by the construction. <br /> (b) Reference specification Section 02730—Aggregate Surfacing <br /> 13. Bid Item B-13: Aggregate Base,Class 5 <br /> (a) This item is associated with the aggregate base under the concrete pavement of the load-out <br /> station slab. <br /> (b) Reference specification Section 02720—Aggregate Base. <br /> 14. Bid Item B-14: Bituminous Pavement Patch 5"—Roadway <br /> (a) This item pertains to the restoration of the bituminous that was removed in the landfill entry <br /> roadway under Item B-7. <br /> (b) Reference specification Section 02741—Bituminous Patch <br /> 15. Bid Item B-15: Concrete Pavement 8" <br /> (a) This item pertains to the reconstruction of the concrete slab at the existing leachate loadout <br /> station adjacent to Tank 1. <br /> (b) Reference specification Section 02751—Concrete Pavement <br /> 16. Bid Item B-16: 18"CS Pipe Culvert <br /> (a) This item pertains to the furnishing and installing of a pipe culvert under the proposed forcemain <br /> where it crosses existing drainage channels on the western sideslope of the landfill at Stations <br /> 234+40,235+50 and 236+70. <br /> (b) Reference Mn/DOT specification 2501—Pipe Culverts <br /> 17. Bid Item B-17: Core and Boot Sewer Manhole(EX MH 10) <br /> (a) This item pertains to the coring of a hole in the concrete wall of an existing sanitary sewer <br /> manhole, known as existing MH 10,to accommodate a 12-inch HDPE DR 32.5 gravity sewer pipe <br /> and a neoprene rubber boot or link-seal to provide a sealed connection of the sewer pipe to the <br /> existing manhole. <br /> (b) Reference specification Section 02530—Pipe Sewers—Sanitary <br /> 18. Bid Item B-18: 8"/12" Dual-Contain Gravity Sewer HDPE DR 32.5 <br /> (a) This item pertains to the dual-contained gravity sewer line to be constructed from an existing <br /> sanitary sewer manhole, known as existing MH 10,to proposed sewer manhole 20 located near <br /> Tank 1. <br /> (b) Reference specification Section 02530—Pipe Sewers-Sanitary <br /> Elk River Landfill, Inc. -R16.115896 SUMMARY OF WORK <br /> March 2019 PAGE 01110-9 <br /> V040111 ©Bolton&Menk,Inc.2018,All Rights Reserved <br />