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06-11-18 Drainage and Flooding Committee Meeting
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06-11-18 Drainage and Flooding Committee Meeting
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City Meetings
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Drainage and Flooding Committee
Meeting Doc Type
Agenda Packet
Date
6/11/2018
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REQUEST FOR DRAINAGE COMMITTEE AGENDA ITEM <br />Agenda Date Requested: June 11, 2018 <br />Requested By: L. Wingate/D. Pennell <br />Department: Public Works <br />Report: �*, Resolution: C-Ordinance: C- <br />Exhibits : <br />Appropriation <br />Source of Funds: <br />Account Number: <br />Amount Budgeted: <br />Amount Requested: <br />Budgeted Item: 4, YES C-NO <br />SUMMARY <br />Harris County Flood Control District's (HCFCD) F101-06-00 Channel system conveys storm water runoff from <br />the Lomax area and ultimately outfalls into Lower San Jacinto Bay. The downstream section of the channel has <br />been improved to ultimate capacity. An existing pipeline corridor, containing several pipelines located at depths <br />ranging from approximately 2' to 18', cross the channel, limiting the depth of potential channel improvements. <br />Moderate/heavy rain events, compounded with backwater conditions from this section of the channel, <br />contributes to wide -spread flooding within the Lomax Area. <br />Harris County Flood Control staff has informed Public Works staff that survey data has been collected on this <br />most upstream section. Construction drawings are being prepared in-house, by HCFCD staff, to provide <br />direction on clearing overgrowth, trees, and obstructions; minor erosion control and slope stabilization; and <br />desalting. Construction is projected to begin late 4th quarter 2018 or early 1st quarter 2019 (calendar year). <br />A high level delineation by KSA found the watershed to be about 310 acres, versus the 583 acres used in the <br />1987 masterplan. Unit F101-06-00 has a capacity of less than 200 cfs, currently, before it rises out of its banks. <br />The following options were included within the preliminary draft of the feasibility study prepared by KSA: <br />1) Full excavation of existing 60-ft ROW to construct a concrete channel that will maximize capacity of current <br />ROW, providing approximately 700 cfs, without deepening the channel. <br />2) Construct concrete channel from Valley View to the existing drop structure; widen the channel beyond the <br />ROW to convey the 100-year event (1,326 cfs) by maintaining existing flow line of the channel. <br />3) Construct concrete channel from Valley View to the pipeline corridor and deepen the existing grass lined <br />channel, by one foot, from the pipeline corridor to the existing drop structure. <br />Action Re quire d: <br />Approved for Drainage Committee Agenda <br />Corby D. Alexander, City Manager Date <br />
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