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2007-041 Council Resolution
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2007-041 Council Resolution
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Last modified
10/7/2014 3:06:32 PM
Creation date
10/7/2014 8:45:42 AM
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City Council
Council Document Type
Master List Resolution
Meeting Date
03/12/2007
Council Meeting Type
Regular
Resolution #
07-041
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• <br />• <br />Holiday Stationstore Page 2 March 2, 2007 <br />Drainage Calculation Review <br />City of Lino Lakes, Minnesota <br />The following are minor plan, calculations, and drafting corrections that must be addressed prior to final <br />approval: <br />1. Include a detail of the pond outlet structure on the Plans. <br />2/14/07 This item has been addressed. <br />2. Include a `rip -rap at flared end section' detail on the Plan. <br />2/14/07 This item has been addressed. <br />3. Show the location of erosion control blanket on the Plan. <br />2/14/07 This item has been addressed. <br />4. Indicate the pipe size, slope and invert elevation of the existing pipe the discharges to the 35W right - <br />of -way on the Plans. <br />2/14/07 This item has been addressed. <br />5. Label the inverts of all flared end sections on the Plans. <br />2/13/07 This item has been addressed. <br />6. All City - maintained storm sewer, including pond outlet structure pipes, are required to be a minimum <br />of 15 inches in diameter. <br />2/14/07 This item has been addressed. <br />7. The storm sewer design may change due to modifications of proposed curve numbers based on <br />comment 3 (significant issues) above. The storm sewer design will be reviewed when the updated <br />calculations are re- submitted. <br />2/14/07 The storm sewer was designed using HydroCAD. Pipe capacities were checked against inflow <br />values determined in the model, and there appears to be sufficient capacity to convey the 10- <br />year storm event. This item has been addressed. <br />8. Indicate the overland emergency overflow location and elevation of all ponds and parking lot/road <br />low points on the Grading Plan. Low openings are required to be a minimum of 1 foot above the <br />emergency overflow elevation. <br />2/14/07 Indicate the overland emergency overflow location and elevation of the stormwater pond and <br />infiltration basin. <br />3/2/07 The overland emergency overflow elevation of the stormwater pond and infiltration basin on <br />the Grading Plan is incorrect. <br />9. Provide a cross - section detail of the infiltration basin on the Plans that includes information such as <br />the depth and type of soil mixture. <br />2/14/07 This item has been addressed. <br />• 10. Label the high water level of the infiltration basin on the Plans. <br />2/14/07 This item has been addressed. <br />
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