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<br /> r ; MINUTES OF THE ARDEN HILLS REGULAR COUNCIL MEETING <br /> Monday, December 27, 1988, 7:30 p.m. - Village Hall <br /> r <br /> CALL TO ORDER Pursuant to due call and notice thereof, Mayor Woodburn <br /> called the meeting to order at 7:30 p.m. <br /> ROLL CALL The roll being called the following members were present: <br /> Mayor Robert Woodburn, Councilmembers Nancy Hansen, Gary <br /> Peck, Thomas Sather and JoAnn Growe. Also present: City Engineer Barry Psters, <br /> . Public Works Supervisor Robert Raddatz, Clerk Administrator Gary Berger and <br /> Deputy Clerk Catherine Iago. City Attorney James Lynden arrived at 8:30 p.m. <br /> APPROVE MINUTES Clerk Administrator Berger proposed an amendment to the <br /> 12/12/88 Council minutes under Report of Treasurer, <br /> Investments, page 4, as requested by the auditor. The following investments were <br /> made in the 4M Fund: <br /> 12/12/88 - $1,000,000 invested in 4M Fund @9% interest, to mature 12/12/89. <br /> 12/12/88 - $1,000,000 invested in 4M Fund @8.85% interest, to mature 11/15/89. <br /> 12/12/88 - $1,000,000 invested in 4M Fund @9% interest, to mature 12/12/88. <br /> 12/12/88 - $1,000,000 invested in 4M Fund @9% interest, to mature 11/15/88. <br /> Sather moved, seconded by Growe, that Council approve the <br /> Minutes of the December 12, 1988 Regular Council Meeting as amended on page 4, <br /> Report of Treasurer, Investments. Motion carried unanimously. (5-0) <br /> BUSINESS FROM FLOOR None. <br /> REPORT OF ENGINEER <br /> FEAS. STUDY: SEWER Council was referred to Feasibility Study for the <br /> . UTIL.. CLEVELAND Cleveland/County Road E2 Lift Station, dated 12-22-88, <br /> AVE. & CO. RD. E2 as prepared by Engineer Barry Peters. <br /> Peters stated the project area is located at the southeast corner of Cleveland <br /> Avenue and County E-2. He advised a request was received for consideration of a <br /> corporate headquarters to be built at this location: since the property is <br /> currently unsewered and does not have water available to the site, the developer <br /> considered installing a private sewage lift station. Peters advised the developer <br /> has indicated he would prefer to connect to a City lift station, however, if that <br /> option is not available he would construct his own private lift station and pump <br /> into the City main. <br /> The Engineer advised the property immediately south of this site is presently <br /> unsewered and a lift station would be required to provide sewer to the property. <br /> Peters explained the Council has authorized the preparation of a feasibility <br /> report. He stated the project area is bounded by Cleveland Avenue on the west, <br /> New Brighton Road on the east. County Road E-2 on the North and Thom Drive on the <br /> south. The property along new Brighton Road and the corner of County Road E-2 <br /> presently has service from an existing main. Peters explained the property is <br /> level and then drops off to the west to a DNR protected wetland at approximately <br /> , the middle of the block. <br /> The Engineer stated to provide sanitary sewer service to the high property within <br /> the site, a lift station will be required. He advised if a City lift station is <br /> constructed it should be located in the southwest corner of the Hans Hagen site. <br /> A forcemain would be constructed north along Cleveland Avenue and then east to <br /> the existing mains located on New Brighton Road and County Road E-2. Peters also <br /> advised there is presently no water available to the site: the watermain is <br /> constructed along County Road E-2 to a point approximately 200 feet west of New <br /> Brighton Road. He stated to provide water service he proposed construction of an <br /> 8 inch main over to Cleveland and dead-ending at that point. Peters noted if the <br /> property south of the Hagen site is developed the watermain could be extended <br /> south and connect near Thom Drive to provide a looped system. <br /> Peters investigated two different typeSof lift stations for the area, a wet <br /> well/dry well system and a submersible design. The City currently utilizes the <br /> wet well/dry well system and if such a system were installed the estimated cost, <br /> including engineering, legal and construction contingency fees would be <br /> approximately $141.710. The submersible lift station coste would be approximately <br /> $93,580. Peters advised the watermain costs under both conditions would be <br /> approximately $15,400. <br /> , <br />