5.4 Hydrology and Water Quality
5.4 Hydrology and Water Quality City of Lake Forest Portola Center Project Subsequent Environmental Impact Report 5.4 HYDROLOGY AND WATER QUALITY This section analyzes potential project impacts on existing drainage patterns, surface hydrology, and flood control facilities and water quality conditions in the project area. Mitigation measures are recommended to avoid potential impacts or reduce them to a less than significant level. The discussion in this section is based on information and conclusions contained in the following studies: . Hydrology Study for TTM 15353 & 17300 (Hydrology Study), prepared by Hunsaker & Associates Irvine, Inc., dated February 19, 2013; refer to Appendix 11.4, Hydrology and Water Quality Assessment. Water Quality Management Plan (WQMP) for Portola Center Tentative Tract Map No. 15353 Lake Forest, CA (WQMP TTM 15353) prepared by Hunsaker and Associates Irvine, Inc., dated March 18, 2013; refer to Appendix 11.4, Hydrology and Water Quality Assessment. Water Quality Management Plan (WQMP) for Portola Center Tentative Tract Map No. 17300 Lake Forest, CA (WQMP TTM 17300) prepared by Hunsaker and Associates Irvine, Inc., dated March 18, 2013; refer to Appendix 11.4, Hydrology and Water Quality Assessment. 5.4.1 EXISTING SETTING HYDROLOGY AND DRAINAGE CONDITIONS The project site is located within the Aliso Creek and San Diego Creek (also referred to as the Newport Bay) Watersheds. TTM 15353 is located completely within the Aliso Creek Watershed. A majority of TTM 17300 (approximately 98.1 acres) is located within the Aliso Creek Watershed and the remaining area (1.4 acres) is located within the San Diego Creek Watershed. More specifically, the 1.4 acres is in the Serrano Creek drainage area of Watershed F, San Diego Creek Subwatershed.
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