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Drainage_and_Flooding_Report-dated_10_03_2008
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Drainage_and_Flooding_Report-dated_10_03_2008
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2/8/2022 8:54:06 AM
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La Porte TX
Document Type
Reports and Studies
Date
10/3/2008
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Mr. Ron Bottoms, City Manager k I o t z a s s o c i a t e s <br />October 1, 2008 <br />Page 21 of 31 <br />• Replacing an existing sewer pipe (or box culvert) with a larger pipe (or <br />box) <br />• Adding a new parallel sewer line near an existing pipe or culvert, the new <br />line being of similar or larger size <br />• Adding a diversion line which carries a portion of the total flow in an <br />existing line to another location or outfall <br />• Altering the slope or invert of existing sewer lines <br />• Replacing existing manholes or junction boxes when in poor condition <br />• Placing a new sewer line in an existing ditch with capacity similar to the <br />ditch capacity <br />• Placing a new sewer line along an existing ditch line and increasing the <br />capacity of the original ditch with the new sewer line <br />• Controlling the points of storm water entry into the sewer line more <br />effectively <br />• Altering the outfall configuration for the drainage system <br />• Change the configuration of the inlet type or size to be used to one which <br />has greater capture efficiency <br />• Increase the size and/or number of inlets <br />• Improve location of inlets so that runoff can be more effectively captured <br />• Provide an overflow path to a ditch <br />Note that proper and continuing maintenance of sewers, ditches and channels is <br />an important requirement for maintaining design capacities. <br />To reduce ponding of storm waters, provision of overland sheet flow paths to <br />allow alternative ways to drain areas of ponding and excessive water <br />accumulation can be provided. Provision of overland sheet flow paths have been <br />discussed and proposed in Reports #1 and #2 as more immediate, short term <br />remedies for some drainage problems because provision of sheet flow paths can <br />be implemented rather quickly and often at relatively low cost. Provision of <br />overland flow paths may not always be a comprehensive solution because if the <br />outfall receiving point or water for the overland flow (e.g., a drainage channel) <br />does not have sufficient capacity, then the overland flow path capacity may be <br />reduced or even prevented from functioning. Thus overland flow path solutions <br />
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