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D Proj 04-08/Water Treat Plant CITY OF CHANHASSEN 7700 Market Boulevard PO Bo,147 Chanhassen. MNSS317 Administration Phone9S2.227.11oo Fax:9S2.227.111o Building Inspections Phone:9S2.227.118o Fax9S2.227.119o Engineering Phone:9S2.227.116o Fax9S2.227.117o Finance Phone:9S2.227.114o Fax:9S2.227.111o Park & Recreation Phone:9S2.227.112o Fax:9S2.227.111o Recrea!ionCenter 2310 Coulter Boulevard Pho" 9S2.227.14OO Fax:9S2.227.1404 Planning & Natural Resources Phone9S2.227.113o Fax:9S2.227.111o PublicWorl<s IS91 Park Road Phone9S2.227.130o Fax:9S2.227.131o Senior Center Pho,,:9S2.227.112S Fax9S2.227.111o WebSile www.ci.challhassen.mn.us 1) MEMORANDUM TO: Todd Gerhardt, City Manager Paul Oehme, City Engineer/Dir. of Public Works~<;,1~ CJ. f2 - April 19, 2005 FROM: DATE: SUBJ: Water Treatment Plant Update 90% - Project No. 04-08 BACKGROUND At the January 10,2005 work session, Council was updated on the 30% Design Review. At the February 28, 2005 work session, Council was updated on the 60% Design Review. On April 25, 2005, Council will consider approval of the plat for the East Water Treatment Plant (WTP). In preparation for the present WTP design, the following recent studies have been performed: I. Pilot Report for the Removal of Iron, Manganese and Arsenic, May 17, 2004. The pilot plant study confIrmed the effectiveness of the proposed treatment. 2. Distribution System Capacity Study, May 20, 2004. This computer model study confIrmed the existing distribution system is adequate to handle the output from a new 6,000 gallon per minute (gpm) WTP located at the Ready-Mix Site. 3. Lotus Lake Well Siting Study, May 20, 2004. This study confIrmed the glacial drift and Prairie du Chien-Jordan aquifers could each provide one new 1,000 gpm (max. rate) well at both the WTP Ready-Mix Site and the South Lotus Lake Park Site. 4. Preliminary Investigation Report, Lotus Lake Water Treatment Plant, May 24, 2004. This report and subsequent review with the Minnesota Department of Health confIrmed Ready-Mix Site A to be the most suitable for a new WTP. DISCUSSION The site is located between Highway 5 and the Twin Cities and Western Railroad and just west of the intersection of Highway 5 (Arboretum Boulevard) and Chanhassen Road. The WTP will have the following features: . Water Treatment I. In-line pressure aeration. 2. Chlorine and potassium permanganate addition. 3. Gravity [¡[tration using green sand and anthracite media. 4. Fluoride addition for prevention of tooth decay (state requirement). 5. Orthophosphate addition as a corrosion inhibitor. The City of Chanhassen· A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails. and beauliful parks. A great place 10 live, work, and play Todd Gerhardt April 19,2005 Page 2 · The WTP below-grade components and the [¡[ter cells will be constructed with cast-in-place reinforced concrete. · A fInished water clearwell pumping chamber will be provided below the WTP operating floor. · The WTP above-grade components will be constructed with brick and block. · The WTP roof will be a blend of sloped standing seam metal roofs and flat roofs with parapet perimeter walls. · A buried Filter Backwash Tank will be constructed adjacent to the WTP. It will also be constructed of poured-in-place concrete and provide for the recycling of 90% of the water used in the [¡[ter backwash process. · The WTP will include a control room, laboratory, meeting room, break room and a unisex toilet, in addition to the basic treatment and pumping facilities. · A standby power generator will be provided to enable the WTP to operate when the local electric power grid is inoperative and provides power to Well No. 10. · The WTP operation will be tied into the City's SCADA system and be designed for automatic, unmanned operation. · An emergency overflow system to prevent any damage due to equipment malfunction or operator error. The local stormwater system must accommodate this flow. · A security system will include consideration of potential future homeland defense security requirements. Staff has meet with security personal who have worked on other security systems for other treatment plants. In general, the security system staff is proposing will include: 1. Card readers that will provide entry into the plant by staff. Backup entry will be provided by key locks. 2. Motion detectors with cameras will be placed in the pump rooms and [¡Iter area. 3. Cameras will be placed along the perimeter of the building with motion detectors. 4. The site will be lighted during the night. 5. Signs will be placed along the perimeter of the building notifying the public that the building has a security system. 6. The Carver County Sheriffs offIce will be notifIed automatically if an alarm is triggered. A separate contract for the security system vendor will be quoted out after the main construction contract has been awarded. The main construction contract will include conduits for power and communication for the security system. The security vender will then install the security system. This type of approach has been used successfully on other projects. Staff feels this approach will give the City more control over the security system installation and should not add to the cost of the project. The second test well for Well No. 10 was drilled the week of April 4, 2005. The second test well site is located at the southwest quadrant of TH 10 1 and 78"' Street. The well G:\ENG\PUBLICD4-08 WI'P\9O% review\bqd 022805 work session 90% review.doc Todd Gerhardt April 19, 2005 Page 3 was then test pumped and the aquifer levels from Well Nos. 5 and 6 were taken during the test pumping. The well appears to have a substantial glacier drift aquifer layer at this location and the test pumping went well. The consultant is currently modeling the test well results and the fIndings will be presented at the work session with a future well site recommendation. The consultant is working hard on the plans and will be providing the latest drawing at the work session. The following items are submitted for the fInal design review or will be available at the work session for review: 1. Site Plan. 2. Floor Plan. 3. Typical WTP Cross Section. 4. Architectural Elevation. Costs for the treatment plant are currently being gathered and an estimated cost will be presented at the work session. SCHEDULE The future schedule is as follows: Approve Plans & SpecifIcations Open Bids Start Construction Start Up of Treatment Plant Alternate Start Up of Treatment Plant May 23, 2005 June, 2005 July, 2005 August, 2006 December, 2006 Attachments c: Jim Norton, SEH, Inc. G:\ENG\PUBU0D4-08 WTP\9O% review\bki!d 022805 work session 90% review.doc ~-----'-,"",""""" """'.....,.... """""'.- -,......." ,.,., ~ <:II,. 1IlOO... ,......,...\ "'-"",~t ~"_'_"LAT.._, ......,'" .< ". 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