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City of Santa Ana - Park View at Town and Country Manor <br />Draft OR <br />Impact Analysis <br />and <br />The project vicinity is developed primarily with urban uses that have impermeable surfaces. To <br />minimize runoff and promote onsite storage and treatment, the proposed project has been designed to <br />minimize impervious areas. Additionally, the landscaped strips and swales and underground <br />infiltration trench to be constructed as part of the proposed project will allow collected flows to <br />permeate underground. <br />Due to the sufficiency of the City's water supplies (addressed in Section 4.7 Utilities and Service <br />Systems), satisfying the water demands of the proposed project will not substantially deplete <br />groundwater supplies. The project will not substantially interfere with groundwater recharge. The <br />impact is less than significant. <br />Level of Significance Before Mitigation <br />Less than significant. <br />Mitigation Measures <br />No mitigation measures required. <br />Level of Significance After Mitigation <br />Less than significant. <br />Drainage Pattern: Erosion or Siltation and Flooding <br />Impact 4.3 -3 The project would not substantially alter the existing drainage pattern of the site or <br />area, including through the alteration of the course of a stream or river, in a manner <br />which would result in substantial erosion or siltation on- or off -site. <br />The project would not substantially alter the existing drainage pattern of the site or <br />area, including through the alteration of the course of a stream or river, or <br />substantially increase the rate or amount of surface runoff in a manner which would <br />result in flooding on- or off -site. <br />[CEQA Hydrology and Water Quality Threshold 8(c)] <br />[CEQA Hydrology and Water Quality Threshold 8(d)] <br />Impact Analysis <br />The proposed project will increase the amount of impermeable surfaces within the project site, and <br />will result in an increase in runoff compared to existing conditions, estimated at 1.5 cfs of additional <br />flow (Hall and Foreman 2009). A project Hydrology Study as well as a Drainage Plan, identifying <br />the exact size and location of drainage facilities, will be prepared and submitted to the City of Santa <br />Ana for review and approval. City and regional requirements would ensure proper conveyance and <br />discharge of runoff. All onsite drainage facilities would be privately owned and maintained. In the <br />event that the property is transferred to a new owner, the new owner would assume all responsibility <br />for the maintenance of the onsite drainage facilities specified in the Preliminary WQMP. While <br />project implementation would result in changes to the existing drainage system, the new <br />improvements would not substantially alter the course of a stream or river. Furthermore, no <br />Michael Brandman Associates 4.3 -9 <br />H\Cl t (PN JN)b327b327W3MME 3270030 Sec 3Hyd bUadWat Wity.d¢ <br />