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VLAWMO Annual Financial Report 2018 (2)
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VLAWMO Annual Financial Report 2018 (2)
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9/19/2019 2:37:30 PM
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8/13/2019 3:39:49 PM
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Finance Dept
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Audit
Finance Number Identifier
VLAWMO Annual Financial Report 2018
Date
12/31/2018
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SECTION 1 <br />SECTION 2 <br />SECTION 4 <br />SECTION 5 <br />2018 ANNUAL REPORT <br />LAMBERT CREEK STUDIES <br />VLAWMO worked with Houston Engineering in 2018 to create a comprehensive <br />survey of Lambert Creek. <br />The survey used historical documentation with hydrology & hydraulic <br />modeling (H & H) to assess the main creek in addition to its branch <br />ditches. Additionally, it sought to identify areas that may require repair or <br />maintenance to return the system to its as originally constructed condition. <br />If the original condition isn't possible,the model will aid in assessing which <br />improved conditions are feasible. This concept of the current alignment <br />of Ditch 14 and its branch ditches, based on past improvements, projects, <br />and development is termed as As Constructed and Subsequently Improved <br />Condition (ACSIC). The survey and model now serve as valuable tools for <br />planning and decision making for Lambert Creek. Assets include: <br />• A survey and documentation of elevations for baseline reference. <br />• A guide for effectively re-establishing the ditch system. <br />• Documentation of 2,10, and 100 year flood elevations. <br />• An XP SWMM model that enables analysis of improvements, providing <br />guidance for cost-effective actions. <br />• Repair options that benefit future planning and decision making for <br />reasonable function of the Ditch. <br />LAMBERT CREEK MAINTENANCE <br />In Spring of 2019 VLAWMO worked with the Institutional community Work <br />Crew (ICWC) to remove tree and woody debris from a two mile stretch of <br />Lambert Creek. Maintenance was needed to improve flow and efficiency of <br />the creek. <br />ICWC clearing debris in Lambert Creek <br />VLAWMO staff documented creek levels at the Kohler road flume after <br />a 3.75" rain event. Creek levels at the flume demonstrated a functioning <br />drainage system, returning to average 3 days after the high water levels. <br />The gauge at the flume indicates a 1' drop within the specified time frame. <br />21 <br />
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