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Geotechnical Evaluation Report
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Last modified
8/22/2023 5:05:14 PM
Creation date
12/30/2019 10:26:32 AM
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x Address Old
House Number
200
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
200 Wayzata Boulevard West
Document Type
Misc
PIN
3611823430001
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Wayzata Country Club <br /> Project BL-08-03640 <br /> September 29, 2008 <br /> Page 7 <br /> D.2. Fairway Reconstruction/Surcharging <br /> D.2.a. Discussion <br /> Currently,the surface of the fairway is irregular and difficult to play. In addition,the fairway surface <br /> elevations will be adjusted at some locations. <br /> The irregular and settled surface is due, in large part,to the variable depths(4 feet to 24 feet) of the soft, <br /> very compressible peat soils. Simply placing new fill atop the existing soils will result in a new round of <br /> settlement and, eventually,the irregular surface would reappear at many locations. <br /> An additional layer of soil (a surcharge) could be placed to promote additional settlements and,then, be <br /> removed after several months. Reducing the weight upon the compressible soils by removing the <br /> surcharge halts any short-term settlement and reduces the amount of long-term settlement. <br /> Improving the irregular surface without raising the present surface grades could be accomplished, in our <br /> judgment,with the placement of a 2-to 3-foot surcharge. From past experience,the surcharge should <br /> remain inplace about four months. Removal of the surcharge and filling in the settled areas with an <br /> estimated 7 plus inches of fairway topping soil could be done when the surcharge is removed. With this <br /> approach some isolated surface irregularities could reappear above the deeper peat over time. <br /> Raising the grades along the fairway more than several inches is a more complicated process including the <br /> "steps" summarized below. Actual surcharge dimensions, including thickness and earth materials, <br /> requires a good deal of engineering and development of schematic plans, detailed procedures, and <br /> elevation monitoring during construction. Some geotextile reinforcement of the soil is frequently <br /> recommended. Typical recommendations are provided below. <br /> We recommend leaving the vegetation (sod/grass)on/in the fairway prior to placing new fill, unless it is <br /> desired to use the sod elsewhere. Trees, if any,within the surcharge area should be cut/removed flush to <br /> the ground surface. Removal of the stump and root mass is not required. <br /> Prior to placing the surcharge, we recommend a geotextile fabric be placed over the ground surface. The <br /> fabric will assist with the following: "reinforcement" of the new fill; leveling of the fairway surface; and <br /> separation between the soils and underlying vegetation and peat. We recommend a geotextile meeting <br /> the requirements of Mn/DOT Specification 3733 for a Type V geotextile. <br /> The on-site granular soils encountered in the borrow source borings (ST-1, ST-2, and ST-3) are suitable for <br /> reuse as surcharge materials If additional surcharge material is needed, imported <br /> BRAUN <br /> INTERTEC <br />
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