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Dallas Larson <br />Administrator <br />City of Centerville <br />1880 Main Street <br />Centerville, MN 55038-9794 <br />Re: Downtown Storm Water Reclamation Project <br />City of Centerville <br />Bonestroo File No.: 000616-08167-0 <br />F6 �-1 � <br />In lieu of recent changes to the project approach, we have prepared the following scope and fee <br />revision for the design and bidding of the Downtown Storm Water Reclamation Project. <br />BACKGROUND <br />In June of 2010, we were authorized, by the City Council, to perform a preliminary survey and <br />begin the design of the storm water reclamation project. The project was to consist of a supply <br />line from the Anoka County pond i to a wet well with a pump and controls. From there, a sprinkler <br />system was to irrigate the grounds at Laurie LaMotte Memorial Park. The design of that system <br />was to be consistent with other systems we and our partner consultants have designed in the <br />past using golf course and athletic field grade sprinkler heads. <br />In recent weeks, you have asked us to attend meetings with a distributer of an alternative style <br />sprinkler head used primarily in the agricultural industry. This distributer has provided product <br />specs and conducted a live demonstration of the product. After City staff and elected officials <br />attended this demonstration, it appears that they have gained some comfort level with utilizing <br />these heads in a communilty park setting. Moving forward, we understand that the City may wish <br />to use this, product in lieu of the more traditional systems. <br />In speaking with the product representative, we understand that this product is rarely used in a <br />fixed location, more often being attached to a mobile apparatus. There are no available <br />installation guides or manufacturer's recommendations for this set-up, requiring us to design a <br />unique system to allow proper operation in this application. The intense forces produced by a <br />sprinkler shooting nearly 500 gallons per minute (gpm) at a pressure of roughly 100 pounds per <br />square inch (psi) will require our design to be reviewed by a structural engineer. <br />W. <br />