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Agenda Packets - 1984/06/25
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Agenda Packets - 1984/06/25
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3/19/2025 12:55:51 PM
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MV Commission Documents
Commission Name
City Council
Commission Doc Type
Agenda Packets
MEETINGDATE
6/25/1984
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DATE: June 14, 1984 <br />TO: Steve Thatcher <br />Director Public Works <br />Mounds View, MN. <br />FROM: John C. Johnson <br />SUBJECT: Drainage Analysis Fstorm Sewer at <br />near Belle -ane and Bronson <br />J. C. JOHNSON CONSULTING <br />CIVI L ENGINEER <br />Trailer Park Entrance <br />Per your request I have conducted an analysis of the necessary storm <br />sewer improvements near the trailer park entrance onto Belle Lane. <br />The existing situation is that several pipes and culverts discharge <br />into an open ditch south of the driveway which in turn flows into a <br />42-inch storm sewer under the trailer park and outlets in the I-35W <br />ramp ditch on the east side of the trailer park. <br />The drainage basin which includes the trailer park area and the area <br />westerly of Jackson Street, north of County Road H2, south of <br />Erickson Drive/Pinewood School and west of the Trailer Park is <br />approximately 118 acres. <br />Analysis indicates existing pipes limit downstream flow rates. The <br />limiting pipes will cause ponding to occur near County Road H2, <br />behind the homes north of Lambert Park, behind the homes north of <br />Bronson (between Jackson and Quincy), in Quincy Street between <br />Lambert and Belle Lane, and within the trailer park. <br />The existing system will need some modifications; durationa <br />in particular <br />long <br />Quincy Street to reduce ponding volumes during <br />shortnd <br />10 year rainfalls. This should be coordinated with the NSA work on <br />Quincy Street. <br />Taking the above into consideration the proposed pipe segment should <br />be sized to handle flows if and when system is upgraded. <br />RECOMMENDATION: <br />The proposed storm sewer section near the trailer park entrance onto <br />Belle Lane should be a 30 or 36-inch diameter pipe approximately 20 <br />feet long assuming a pipe slope of 0.3 percent. Work will also <br />require 2 manhole structures and extension of the existing pipes and <br />culverts to the new manholes. <br />JCJ/cl <br />6601 75th Avenue N. Brooklyn Park MN 5 542 8 (612)566-6158 <br />
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