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Mr. Ron Bottoms <br />March 10, 2008 <br />Page 4 of 15 <br />klotzassociates <br />• Clear Creek Watershed Regional Control Plan (February 1992, Danncnbaum <br />Engineering Co.) <br />• Hydrologic and Hydraulic Study for Interconnect of HCFC Unit B112-02-00 to <br />Unit B109-00-00 and HCFC Regional Detention Site Unit B512-01-00 (April <br />1997, Wilbur Smith Associates, Consulting Engineers and Planners) <br />• Hydraulic Analysis for Little Cedar Bayou Watershed HCFCD Unit F216-00-00 <br />(January 2000, Binkley & Barfield, Inc. Consulting Engineers) <br />• Taylor Bayou Watershed Master Drainage Plan; Tax Increment Reinvestment <br />Zone #1 (August 2003, CivilTech Engineering, Inc.) <br />• Hydraulic Analysis for Sens Road From 300' North of Spencer HWY, to 300' <br />North of Avenue "H" HCPID Pin Cl/102/1002/005 VOL 2 (December 2003, <br />Binkley & Barfield, Inc. Consulting Engineers) <br />• Driftwood Drive Drainage Study, City of La Porte Pond to Park Project (June <br />2004, CivilTech Engineering, Inc.) <br />• Preliminary Analysis for F216-00-00 Linear Detention (November 2004, Binkley <br />& Barfield, Inc. Consulting Engineers) <br />• Drainage Report —Impact and Mitigation Analysis San Jacinto and Galveston <br />Bay Watershed,- Proposed Fairmont Parkway Improvements From 16'h Street to <br />state HW 146 (December 2005, TSC Engineering Company) <br />• Hydraulic Analysis for Sens Road From 300' North of Spencer HWY. to 300' <br />North of Avenue "H" HCPID Pin Cl/102/1002/005; Little Cedar Bayou (F216- <br />00-00) & HCFCD Channel A104-07-00 (February 2005, Binkley & Barfield, Inc. <br />Consulting Engineers) <br />• Hydrologic & Hydraulic analysis Port Crossing Development (June 2006, <br />Goldston Engineering, Inc.) <br />The older reports of those listed above provided only limited information; use of <br />information from these older reports must be used with caution and possibly revised for <br />the present CWDS. For instance, most of the reports have HECI and HEC 2 hydrologic <br />and hydraulic models that are for the most part no Ionger used in Harris County; current <br />modeling in Harris County uses HEC-HMS and HEC-RAS software models. A summary <br />review of each of the reports is provided in Appendix B. <br />