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1,andec1cer Sr- Associates, Inc. 4646 County Rd.11 -P.O.Box 120-Pequot Lakes,MN 56472 <br /> Engineering- Surveying- Planning 218-568-4940.888-866-4940-Fax:218-568-5404 <br /> www.landecker.com <br /> October 11, 2007 <br /> Carl Smith <br /> Car-Col Construction <br /> 19513 State Highway No. 371 <br /> Brainerd, MN 56401 <br /> RE: Punch List of Construction Items Remaining- Trailside Estates <br /> Dear Corky, <br /> Thank you for meeting with us and the City Engineer to go over the remaining punch list items at <br /> Trailside Estates. The following is a summary of the items discussed. <br /> Item 1—Items found from reviewing the televising of sanitary sewer mains <br /> 1. We agree to not excavate down to the Fernco coupling located 239' south off <br /> manhole 3 and replacing it at this time. Paul Smith will contact Infratech <br /> regarding the possibility of vibrating the pipe joint into proper alignment. <br /> Estimated value of remaining work=$2,000 <br /> 2. It is the City of Pequot Lakes' position that the 2—45 degree bends between <br /> manhole 6 and the lift station must be replaced. The requested repair is to <br /> excavate and replace the bends, core a new 8"invert in the lift station, extend the <br /> existing sewer main into the lift station, and grout the existing invert. <br /> Estimated value of remaining work=$20,000 <br /> 3. When taking care of No. 2 above,the rock retaining wall next to the lift station <br /> wet well top slab and control panel will be removed. The City is concerned about <br /> getting across the rocks that may be slippery or icy at times. When this area is <br /> reconstructed we ask that the rock retaining wall is not extended to the control <br /> panel concrete slab, so the front of the panel can be accessed without stepping <br /> over any retaining wall boulders. <br /> Estimated value of remaining work=$500 <br /> 4. The sewer main between manhole 6 and the lift station has been cleaned out and <br /> the sediment removed from the bottom of the lift station. <br /> 5. Sediment in manhole 4 and in the line approximately 5 feet upstream of manhole <br /> 4 has been removed. <br /> 6. The bumps in the sanitary sewer pipe that were noted will not be excavated and <br /> replaced. Of particular concern was the bump found in the invert of the pipe <br /> located 28' west of manhole 8. Since this line does not presently serve any <br />