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<br />sions would increase traffic along junipero Street, North of junipero Street along <br />Sunol Boulevard, traffic which normally would have used Bernal Avenue to access the <br />station could instead proceed south along Sunol Boulevard to junipero Street, <br /> <br />The net results of the relocation of the station would be to affect some nearby inter- <br />sections, However, the intersections beyond 1/4 mile from the station entrance <br />would not be expected to experience any significant changes in traffic conditions, <br />Note that an environmental evaluation of an ACE Train Station on the Bernal site would <br />be required whether or not such a station were included in the Specific Plan EI R area, <br /> <br />C 18 Comment: <br />The DEIR notes (pp, 87-89) that the project would result in more surface area <br />covered by impervious surfaces (buildings, paved roadways, sidewalks) thus generat- <br />ing more peak period storm water discharges and potential downstream flooding, <br />The DEI R refers (pp, 58 and 158) to general compliance with regional storm water <br />requirements and flow calculations from 2000, <br /> <br />Response: <br />The EIR (pp, 88-89) discusses the process by which changes in land use have the <br />potential to increase peak storm water discharges and hydro modification impacts on <br />downstream creeks, The EIR notes that flow duration control (to avoid hydromodifi- <br />cation) requires that the increase in surface runoff created by the installation ofimper- <br />vious surfaces be retained onsite with gradual discharge either to groundwater through <br />infiltration, reduction by evapotranspiration, and/or discharge to the downstream <br />watercourse at a level less than the critical flow for bed and bank mobility of the stream, <br /> <br />The provision and design of the two detention basins on the Phase II site (shown in <br />DEIR Figure 13) have taken into consideration the project's effects on storm water <br />runoff, including compliance with hydromodification policies of the regional flood <br />management agency, The detention basins have been sized to accommodate antici- <br />pated development and designed to be operated in a manner that the post-develop- <br />ment storm hydrograph closely resembles the predevelopment storm hydrograph, <br />Further, weir plates have been included at the outfall controls so that discharge rates <br />from the detention basins will mimic the pre-development condition, The Balance <br />Hydrologic Monitoring Plan for the detention basins discusses the observation of <br />water surface elevation during critical storm events to assure appropriate storm <br />water release controls, <br /> <br />Proper operation of these facilities, together with compliance with Countywide <br />NPDES Provision C.3, would assure that the project's impacts on storm drainage <br />would be less than significant (DEI R p, 158), <br /> <br />C 19 Comment: <br />The DEI R does not discuss how the project will handle the upstream storm water that <br />historically drains to the Bernal Property from the Fairgrounds; from the existing catch <br />basin system along Pleasanton Avenue, and along a short curb section on the north <br />side of Bernal Avenue; and from the road surface and median along Bernal Avenue, <br /> <br />Response: <br />The comment requests clarification on a detail of the drainage plan for the site, In <br />conjunction with channel restoration on the Bernal Property, the City has engaged a <br /> <br />22 <br />