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<br />, <br /> <br />Memorandum <br />March 14,2005 <br />Page 4 <br /> <br />. <br /> <br />Infrastructure Assessment Methods <br />The City's watermain system conditions are assessed through the following: <br />. Observations of exposed appurtenances such as hydrants, valves, the lowers and booster <br />station. City staff observe the towers and booster station operation on a daily basis. <br />. Water towers are periodically drawn down to observe the condition of the interior walls to <br />determine what improvements are necessary if any. <br />. Operation of valves and hydrants is done on a routinc basis by City crews to determine <br />the condition of these items. <br />. Trunk and distribution watermain conditions are difficult to assess without significant <br />disruption to the public and relatively significant costs. Since watennain is a closed <br />pressurized system access to these pipes usually requires the excavation of access pits, <br />temporary shut down of water supply and the use of cameras sonar or x-ray equipment to <br />indicate pipe cracks. Deficiencies in watermain pipe are much less obvious than sanitary <br />sewer or storm sewer pipe since a tIne crack or pit in the pipe (which may lead to a break) <br />are very difficult to see visually and somewhat difficult to see even with special <br />equipment. Once an inspection is complete the watermain would be disinfected, pipe <br />patched (at access pit) and refilled with water. For this reason, we have mainly relied <br />reports of breaks from City crews or observations trom PMP excavation work to initiate <br />watcrmain pipe replacement or repairs. <br />~ City staff surveyed surrounding communities regarding watermain breaks and compiled <br />the following information: <br />Q!y <br />Arden Hills <br />Shoreview <br />Moundsview <br />New Brighton <br />Roseville <br /> <br />Ave. Annual WM Breaks <br />12 <br />II <br />6 <br />31 <br />40 <br /> <br />. <br /> <br />Repair and Rehabilitation Techniques <br />Watermain infrastructure repair and rehabilitation techniques include the following: <br />. Water Storage Towers: Coatings for corrosion resistance (inside and outside) <br />. Booster Station: rebuild or replace pumps as they age, update electronic controls as necessary <br />. Hydrants and Valves: Replace when inoperable <br />. Distribution and Trunk pipes - spot repair, replacement, epoxy lining, CIPP lining <br /> <br />Recent Capital Improvements <br />. Replacement ofthe pumps and controls in the booster station - added backup generator <br />. Applied coatings to the north water tower for corrosion resistance <br />. Replaced valves and hydrants in mill and overlay project areas and reconslruction project areas <br />2003-2004. <br />. Construction of emergency connections to Shoreview (planned 2005) and New Brighton <br />. New Trunk pipe from north tower to Karth Lake neighborhood (replacing inaccessible undersized <br />pipe under Karth Lake wilh 12" pipe along Cummings Park Drive and Lexington Avenue) <br />. New Trunk pipe along Old Highway 10 (replaced deteriorated pipe) <br />. New Trunk pipe along Old Highway 10 (completed trunk loop and provided potable water for . <br />residents on well systems) <br />. New Trunk pipe along Gateway Blvd and West Round Lake Rd (reconstructed segments) <br />. Replaced distribution pipe in Edgewater Avenue (corroded condition) <br />