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in Subwatershed A104A, Subwatershed A104A encompasses the area upstream of SH 146 for <br />Taylor Bayou. Subwatershed A104A will be subdivided to compute peak flow rates along Taylor <br />Bayou from its confluence with HCFC Unit A104 -12 -00 to SH 146. Peak runoff rates will be <br />computed for the 10 %, 2 %, and 1% exceedance probability events. Post - project hydrology will <br />be determined based on the proposed channel improvements. Peak flow impacts will be <br />determined between pre- and post - project conditions. <br />Task 4— Hydraulic Analysis <br />The FEMA effective HEC -RAS model for Taylor Bayou, HCFC Unit A104- 00 -00, will be extended <br />from it current study limits at Shore Acres Boulevard to SH 146. New surveyed channel cross <br />section will be obtained in accordance with HCFCD requirements. The surveyed channel cross <br />sections will be supplemented in the overbank areas with HCFCD HDAR Digital Elevation Model <br />data. Hydraulic profiles will be computed for the 10 %, 2% and 1% exceedance probability event <br />flows. Alternative design channel sections and channel profiles will be evaluated to contain the <br />1% exceedance probability water surface elevations within the channel banks along the project <br />limits. The design channel sections will include channel transitions between existing and <br />proposed sections. A preliminary schematic of the proposed channel improvements including <br />channel transitions will be prepared in this task. <br />Task 5 -- Mitigation Analysis <br />A mitigation analysis will be performed to determine the required detention volume required to <br />reduce post - project flows to pre - project flows from the proposed channel improvements. A <br />detailed hydrologic and hydraulic analysis will be performed to determine the required storage <br />and control structure for the mitigation basin to mitigate any adverse impacts to downstream <br />flows. A preliminary schematic of the proposed mitigation basin and control structure will be <br />prepared in this task. <br />Task 6 — Proiect Evaluation_ <br />A project evaluation will be performed to determine the feasibility of the proposed channel <br />improvements along Taylor Bayou, FICK Unit A104- 00 -00. The project evaluation will include <br />preparing a preliminary construction cost estimate and determining the potential flood <br />reduction benefits to the Shady Rivers Subdivision. Flood reduction benefits may be quantified <br />in terms of the number of homes removed from the 100 -year flood elevation (riverine flooding <br />only). It is anticipated that the City of La Porte will provide finished floor elevations for homes <br />within the Shady Rivers Subdivision. The Consultant may provide recommendations on other <br />structural and non - structural flood reduction measures, if deemed applicable. <br />Task 7 -- Study Report <br />A study report will be prepared to document the technical findings and recommendations for <br />the proposed channel improvements and mitigation pond. Five (5) copies of the draft and final <br />study report will be submitted to the City of La Porte. The study report will be signed and signed <br />by a Licensed Professional Engineer in the State of Texas. <br />CIVilleCh Page 3 of 3 <br />Engineering, Inc. <br />