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4D, 2011 PMP Feasibility Report
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4D, 2011 PMP Feasibility Report
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by the Public Works staff, the watermain breaks have been as a result of pipe displacements and <br />settlements; PVC pipe will be less conducive to these types of watermain breaks. Water system <br />improvements in the Arden View neighborhood will include all associated valves and hydrants <br />near the roadway areas. <br />There have been a substantial amount of watermain breaks in the Arden View neighborhood that <br />are outside of the City's roadway areas. City staff will be exploring improvement alternatives to <br />these watermains and will consider them for the City's long-term maintenance plan. <br />Sanitary Sewer System <br />The recommended sanitary sewer system improvements are relatively minor and include <br />maintenance on selected manholes. However, within the Janet Court cul-de-sac, City staff is <br />proposing that a segment of the existing sanitary sewer pipe be removed and replaced to <br />eliminate a sagging pipe. All of the pipe segments within the project have been televised and <br />inspected and are in sufficient operating condition. From the televised inspection, City staff will <br />be considering selected sewer pipes be improved within a future lining project, prior to the <br />proposed 2011 PMP project commencing. <br />REQUIRED PERMITS <br />The anticipated permits required for the proposed project are as follows: <br />Minnesota Pollution Control Agency (MPCA) ............................... NPDES Erosion & Stormwater <br />Ramsey County .................................................................................................Right-of-way Permit <br />Minnesota Department of Health (MDH) .......................................................... Watermain System <br />Rice Creek Watershed District (RCWD) ....................................................................... Stormwater <br />During final design for the project, City staff will coordinate with the Rice Creek Watershed <br />District to determine the appropriate infiltration requirements. <br />12 <br />
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