THE CORPORATION OF THE CITY OF PORT COQUITLAM B.R. Kirk, March 1, 1989 City Administrator T.M. Chong, P, Eng. td City Engineer SUBJECT: Coquitlam River Dyking Project - Internal Drainage Study (Public Works Committee Meeting February 28, 1989) Recommendations: 1, That Associated Engineering (BC) Ltd. be retained to undertake the Coquitlam Dyking Project Internal Drainage Study in accordance with the proposal submitted by them dated February 20, 1989. 2. That the upset fee of $12,400 for this study be funded from the 1989 Unallocated Public Works Capital Budget. Background and Comments: Due to the recent meetings on the Coquitlam River Dyking Project City Council is well acquainted with the status of this project. Now that the conceptual designs are close to being finalized the time has come for the City to consider the internal drainage aspects of the low lands behind the proposed dykes. Under the terms of the Fraser River Flood Control Program this is clearly the responsibility of the municipality. Notwithstanding this, attempts by staff have been made to persuade the Project Manager to include this work within the scope of the Dyking Project at the senior governments’ cost. The responses have been firmly negative. It is important to undertake the internal drainage study in that while the construction of dykes along the Coquitlam River will offer protection from flooding of the adjacent properties due to heavy run-off in the river, these dykes will do nothing to prevent the flooding of low-lands due to the surface run-off from the internal drainage system. Whenever the water levels in the river exceeds those of the outfalls draining the internal run-off the respective flap gates will close thereby preventing further drainage of any internal run-off. Dependent upon the characteristics of the internal drainage system and the rainfall, provisions such as pumping may have to be constructed in order to prevent the flooding of the land side of the dykes. The proposed internal drainage study will provide us with the needed information. One of the main reasons that Associated Engineering (BC) Ltd. is recommended to undertake this study is because they have all of the relevant information pertaining to the backwater curves along the river and other aspects of this project. To bring another consultant in to do this study would likely cost more due to the added cost of project familiarization. There are also other possible problems with two separate consultants each doing a portion of the project and not integrating their work to arrive at a better end product. lf