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klotz��lf associates <br />1 160 Dairy Ashford, Suite 500 <br />Houston, Texas 77079 <br />T 281 .589-72' 7 F 281 589.7309 <br />Jane 16, 2008 houston.officeC3k1otz.com <br />Mr. Ron Bottoms <br />City Manager <br />City of La Forte <br />604 W. Fairmont Parkway <br />LaPorte, Texas 77571 <br />City of La Porte, Texas <br />City -Wide Drainage Study <br />Creekniont Park Drainage and Overflow Path Short Tenn Project 2 <br />Klotz Associates Project No. 0127.008.000 <br />Klotz Associates was authorizedto proceed with the analysis of r <br />and overflow path f!I" Short Tenn Project Associates, <br />!recommendations.r • cost estimates <br />I. Purpose <br />northernThe purpose of this project is to mitigate flood problems occurring through <br />of !nt Subdivision Section 2 during a high frequency <br />storm event by ! + an extreme event conveyance s • rtp <br />The study area is the Creckniont Park in the Creekmont• / <br />located east of Underwood Road and north of Spencer Highway. (see Exhibit 1). <br />The Creekii-tont Park and Creckmont!• ! also of s <br />pipeline easement and west of Big Island Slough (see Exhibit 2). Creekmont Park <br />is elevated in comparison !nt Subdivision Sectionphotos <br />Appendix t and is a restriction to the sheet flow from the northern part o <br />Creekmont Subdivision Section <br />III�117WWIramI <br />The rcollected were the plans and profiles of drainage area <br />map of North H Street, the hydraulic model for Big Island Slough (13106-00-00), <br />and LiDAR based contours, The information was used to develop different <br />alternatives to size the appropriate stonn sewer pipe system to provide extreme <br />