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Drainage_and_Flooding_Report-dated_03-10-08
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Drainage_and_Flooding_Report-dated_03-10-08
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La Porte TX
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Reports and Studies
Date
3/10/2008
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�-1 A - <br />REQUEST FOR CITY COUNCIL AGENDA ITEM <br />Agenda Date Requested: November 12 2007 <br />Requested By: Wa ne J. S o� <br />Department: Planning <br />Report: X Resolution: Ordinance; — <br />Appropriation <br />Source of Funds: NA <br />Account Number: NA <br />Amount Budgeted: NA <br />Exhibits: 4/ <br />4 <br />SUMMARY <br />The Flooding and Drainage Committee, at their October 29, 2007, meeting directed Staff to bring forward <br />to Council a list of short term drainage projects for near -term consideration and future funding. This list <br />contains the projects, in priority, that Staff feels will have a favorable impact on several areas in La Porte. <br />A power point presentation will be given at the meeting. Cost estimates are preliminary and will be <br />refined when the projects go into design; <br />1) Lower Catlett Drive at its termination point along Big Island Slough near Roseberry Drive which would <br />help residents in Fairmont Park West. In the past Public Works has cut off some of the top bank in <br />order to lower the ponding elevation impacting the homes at the intersection of Catlett and Roseberry <br />Drive. However, in order to alleviate the recent flooding, it is required to cut the street in order to further <br />decrease the ponding elevation. There are two options to the City in this regard. First option is to cut <br />Catlett at one of the two driveways intersecting it and making this the new high point, at which point the <br />new concrete would gently slope down and terminate at its present location. This option would not <br />require the City to replace the two driveways. Jhe second option is to replace the entire length of Catlett <br />from its intersection with Roseberry. This would allow the terminus of Catlett to be further lowered but <br />would result in more concrete being poured as well as the replacement of the two existing driveways from <br />one of the existing joints. The first option would cost roughly $10,000 while the second would cost <br />$65,000. Planning Department is currently analyzing how much mor drop �can be obta� fro <br />implementing Option II in order to determine if the benefit warrants the cos .�"$" a <br />2) filer the parking lot accessing the City Park at the end of Willow Creek Drive in Creekmont Section <br />II. T1@400-year event in this area is sheet flowing through the park in order to access City maintained <br />ditches which ultimately outfalls into Big Island Slough. The existing parking lot is higher than the <br />GL� finished floor elevations of the homes along Willow Creek and therefore the 100-year event will flood <br />these homes before it is able to sheet flow through the park. Lowering the parking lot and cutting out <br />some of the park will minimize this, The cost for this project is approximately $35,000 and includes the <br />excavation costs associated with the park. Another separate project being suggested by Parks would <br />improve the conveyance to Big Island Slough. <br />3) Replace the junction box along Driftwood Drive in order for the storm runoff from Fairmont Park <br />East to discharge directly into the detention pond along Driftwood, thereby decreasing energy losses and <br />allowing more water to be taken off Driftwood. In conjunction with this, replace one of the outfall pipes <br />to B 106-02, a tributary of Big Island Slough, with a larger pipe. The impact -to B 106-02 would actually <br />decrease because of the time it would take for the detention pond to fill versus the present situation of the <br />storm runoff discharging directly to B 106-02. Engineering division has run the calculations verifying <br />this assertion. The cost for this project would be approximately $35,000. <br />4) Upsize the outfall pipe discharging Fleetwood Drive to 13106-02, potentially helping residents in <br />Fairmont Park East. This would decrease energy losses in this drainage system. However, since <br />Fleetwood Drive is the street intended to sheet flow the storm runoff to its ultimate outfall for this area but <br />
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