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PSA - Erskine Drainage Improvements Study - McCormick Engineering, LLC.
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PSA - Erskine Drainage Improvements Study - McCormick Engineering, LLC.
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4/4/2025 2:38:08 PM
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12/23/2019 11:35:18 AM
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Board of Public Works
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Contracts
Document Date
12/19/2019
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Exhibit A- Engineer's Services <br />McCormick Engineering, LLC (MCCORMICK) recently performed design Plans and analyses of <br />improvements to improve the performance of the Miami Road Detention Basin (Miami Basin), which is in <br />the southwest quadrant of the intersection of Miami Road and Ireland Road. Water levels in the Miami <br />Basin are currently controlled by infiltration and a controlled release valve to a combined sewer. The City <br />desires to develop a comprehensive solution that would provide a more adequate outfall at the Miami <br />Basin, while providing compensatory storage to offset release of additional discharge from the Miami <br />Basin, and improving drainage conveyance at the Erskine Municipal Golf Course. The general location of <br />the watershed and sites are shown in Figure 1. <br />Study and Report Phase <br />MCCORMICK will perform the following tasks in order to complete the noted work: <br />Task SR1— Review of Previous Studies <br />This task will include collection of available data and documents from EmNet related to the performance <br />of the Miami Basin during the August 2016 storm event in order to perform a check on the results of the <br />hydrologic modeling characteristics developed in task listed below. McCormick Engineering will also <br />review other currently available data prepared by others such as drainage study reports by others, <br />information from historical records, topographic mapping. <br />Task SR2 — Field Reconnaissance <br />MCCORMICK staff will conduct a field reconnaissance of the targeted portion of the watershed. This will <br />include site visits to confirm and enhance hydrologic analysis performed in the 2016 engineering study. <br />Task SR3 — Hydrologic Modeling <br />In order to analyze potential drainage improvements at the Erskine Municipal Golf Course, it is <br />anticipated that three general sources of potential stormwater inflow would need to be assessed: <br />Flow from the Miami Basin, currently directed to CSO 22 via a combined sewer <br />• Flow from the High Street Sewer at Ireland Road <br />• Flow from Chippewa Basin watershed sources downstream of Ireland Road <br />McCormick Engineering will develop a base condition HEC-HMS model to represent the watershed <br />response of these three stormwater contributions to the Chippewa Basin at the downstream side if the <br />Erskine Drainage Improvement Study - Scope of Services <br />Page 1 of 3 <br />(Exhibit A- Engineer's Services) <br />
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