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Frattalone Sewer Extension City of Little Canada <br />SANITARY SEWER IMPROVEMENTS <br />Soils <br />A 1989 subsurface investigation of the Ryan Industrial Park determined that it rests on very <br />poor soils. Numerous borings were taken on Ryan Drive, Ryan Lane and Spruce Street in <br />an effort to determine what types of construction would be required to obtain stable roads <br />and utilities. It was determined that a cap of silty sands and fly ash had been placed on the <br />surface in an effort to stabilize it for roadway and floating slab building construction. The <br />subsurface, however, remains a formidable obstacle to the installation of utilities, <br />particularly on the eastern half of the industrial park. Borings at the east end of Ryan <br />Drive show peat and muck deposits up to 36 feet deep. This report assumes that soils <br />encountered in the project area will be similar to that found in the nearest borings, <br />approximately 300 to 600 feet away (on Ryan Drive, just west of Country Drive). Further <br />borings will be necessary for the design stage. <br />Installing gravity sewer in this type of material will require the use of pile foundations. This <br />is necessary to minimize settlement related distress and because excavation of the organic <br />soils and replacement with suitable soils is not feasible from an economic or physical <br />standpoint. Floating a gravity line in a bed of timbers or Light weight aggregate is <br />sometimes considered with organic soils. Unfortunately, this line must be placed at <br />minimum grade (0.40 %) to serve all of the remaining properties. The tight tolerances <br />required in placing a flat grade in unstable soils precludes this option. Another option that <br />will be discussed in this report is floating a small diameter plastic force main in the unstable <br />soils. <br />Service To the Industrial Park <br />As part of this report in order to install sanitary sewer in the proper location and depth we <br />reviewed the current status of sewer service in the industrial park (see Figure 1). We found <br />that the western half of the park is currently served by a Metropolitan Council interceptor <br />line beneath Spruce Street. The eastern half of the park has two sewer lines in the area: <br />an 8" service line to Levitz and a 42" Metropolitan Council interceptor line east of Country <br />Drive. The Levitz line is too shallow to serve the eastern half of the industrial park by <br />gravity sewer. The Met Council line offers the most practical means of providing gravity <br />sewer service to the eastern half of the industrial park. If placed at minimum grade, it <br />appears that a gravity line connected to the Met Council line may be able to serve all <br />remaining unsewered properties in the industrial park. The ability to serving Lot 1 of Block <br />1 with gravity sewer is uncertain and would require survey work to determine. <br />37225.rpt 4 <br />Page 9 <br />