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CC 07-14-1997
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CC 07-14-1997
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<br />ARDEN HILLS CITY COUNCIL - JULY 14. 1997 <br /> <br />2 <br /> <br />. CONSENT CALENDAR <br /> <br />. <br /> <br />. <br /> <br />A. Claims and Payroll <br />B. Resolution #97-34, Red Fox Road and Snelling Avenue, "No Parking" Signs <br /> <br />MOTION: <br /> <br />Hicks moved and Malone seconded a motion to approve the Consent Calendar as <br />submitted and authorize execution of all necessary documents contained therein. <br />The motion carried unanimously (5-0). <br /> <br />PUBLIC COMMENTS <br /> <br />Mayor Probst invited the audience to address the Council on any issue not already on the agenda. <br /> <br />No one came forward to address the Council. <br /> <br />UNFINISHED AND NEW BUSINESS <br /> <br />A. Sewer Televising Report Recommendations <br /> <br />Consulting Engineer, Mr. Greg Stonehouse, of Howard Green Consultants, gave an overview of <br />the sanitary sewer televising, and the subsequent report prepared by Infratech, Inc. He stated <br />there were four main areas within the City where there was potential for concern. <br /> <br />The first is a residential area west and southwest of Lake J oharma. This area appear to have <br />some joint problems. The pipe segments appear sound, but there are roots growing through <br />many of the joints, suggesting that there may be some openings. The type of cleaning <br />recommended for this area is estimated at $2.00 per foot. <br /> <br />The second area is the compost site easement, including approximately 1,720 feet of 15-inch <br />diameter reinforced concrete pipe (RCP), and nine manholes. The pipe structure appears to be <br />relatively sound, but many ofthe joints show signs of minor leaking and some of the joints have <br />significant leaks. This area appears to have a very high groundwater table relative to the sanitary <br />sewer line. Preliminary estimates to slip line this area are approximately $120,000. <br /> <br />The third area is the Valentine Park easement, including approximately 2,255 feet of 15-inch <br />RCP, 1,775 feet ofl2-inch RCP, 614 feet of 12-inch vitrified clay pipe (VCP), 300 feet of8-inch <br />VCP and 23 manholes. Preliminary estimates for slip lining this area are approximately <br />$340,000. <br /> <br />The final area of concern is Old Highway 10, including approximately 1,400 feet of 10-inch <br />diameter VCP sewer and seven manholes. Again, the groundwater table appears to be relatively <br />high, so the leaking which was observed is probably continuous throughout the year. Testing <br />and sealing the joints in this area may cost approximately $30,000, depending on the quantity of <br />grout used. <br />
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