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R2024-344 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Burdick Plumbing and Heating Company, Inc. for the Vulcan Watermine Pipeline, City Project 2022-22
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R2024-344 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Burdick Plumbing and Heating Company, Inc. for the Vulcan Watermine Pipeline, City Project 2022-22
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Last modified
10/20/2025 5:20:27 PM
Creation date
11/7/2024 11:39:20 AM
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Resolution/Ordinance
Res Ord Num
R2024-344
Res Ord Title
R2024-344 Resolution Accepting the Bid and Authorizing the Execution of a Contract with Burdick Plumbing and Heating Company, Inc. for the Vulcan Watermine Pipeline, City Project 2022-22
Department
Public Works
Approved Date
11/4/2024
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Gus <br /> ' SOILS <br /> The soils covering the bedrock are the result of several periods of glaciation and recent <br /> weathering. The Wisonsian glacier buried the site with drift material called glacial till which is a <br /> mixture of sand, silt, and clay. This glacial till forms the basement soil for this site. <br /> During the withdrawal and melting of the Wisconsin Glacier, a large amount of water was <br /> released. This melt water helped cut the broad flood plain of Stevens Creek, and deposited <br /> ' alluvium which consists of sand, silt, and clay, in the flood plain. <br /> The glaciers also furnished a large amount of silt which was deposited by wind across the <br /> uplands to form a deposit called loess. Weathering has modified this silt into a more clayey soil. <br /> ' The modified loess is the surface soil for some of the higher portions along the site. <br /> FIELD AND LABORATORY EXPLORATION <br /> SCOPE <br /> Two (2) test borings were drilled at the site. Soil samples were secured from the borings for <br /> laboratory analyses. Each boring was drilled to a depth of 61 feet. Standard penetration tests <br /> were performed during advancement of the borings. Unconfined compression tests and <br /> moisture content determinations were performed in the laboratory on the soil samples that were <br /> suitable for testing. <br /> ' <br /> BORING LOCATION PLAN <br /> The test borings were drilled at the locations shown on the overhead maps in Appendix B. The <br /> number, depths and locations of the borings were generally established by City of Decatur, in <br /> 1 accordance with project requirements. <br /> BORING, SAMPLING AND LABORATORY PROCEDURES <br /> Logs of borings were prepared and copies have been enclosed in Appendix B. These logs show <br /> thicknesses, locations, and descriptions of the soil types encountered. Data concerning the <br /> penetration resistance values, sample locations, water levels, etc., are given on the logs. <br /> Geotechnical Exploration for Sanitary Pipeline <br /> New Vulcan Waterline Pipeline, Decatur, Macon County, Illinois <br /> SKS Project No. 12-418885 Page 2 <br />
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