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SECTION 4 water Quality Eualuatiou <br />The other Clean Water Act program related to urban stormwater discharges is the total maximum <br />daily load (TMDL) program. The Oregon Department of Environmental Quality (DEQ) has the <br />responsibility for developing water quality standards that protect beneficial uses of rivers, <br />streams, lakes, and estuaries. Once standards are established, the state monitors water quality <br />and reviews available data and information to determine if these standards are being met and <br />water is protected. Section 303(d) of the Federal Clean Water Act requires each state to develop <br />a list of water bodies that do not meet the standards. The list serves as a guide for developing <br />and implementing watershed pollution reduction plans to achieve water quality standards and <br />protect beneficial uses. These watershed pollution reduction plans are referred to as TMDLs. <br />With respect to the River Road Santa Clara basin, the tributaries in the basin eventually drain to <br />the Willamette River, and the Willamette River has an established TMDL for bacteria, mercury, <br />and temperature. The City and the County have both submitted and obtained DEQ approval on <br />their TMDL implementation plans (see Section 2.6.2). This basin plan and the water quality <br />management measures proposed in Section 4.3 were developed with these regulatory drivers in <br />mind and will help the City and County move in the direction of reducing pollutant loads, <br />improving water quality, and supporting compliance with these regulations. <br />4.1.2 Stormwater Discharges to the Subsurface (i.e., through drywells) <br />As described in Section 2.5.4, a portion of stormwater runoff in the basin discharges to the <br />subsurface through the use of drywells. Over the years, drywells have been a management <br />strategy of choice for dealing with drainage in the River Road Santa Clara basin largely due to <br />the flat topography, highly permeable soil conditions, and lack of a continuous storm drainage <br />system. In the regulatory context, these drywells are referred to as Underground Injection <br />Controls (UICs). Injection of water below ground, particularly to underground sources of <br />drinking water, is strictly regulated under the Safe Drinking Water Act (SDWA). Injection <br />systems fall into five classes (Class IN). Class V is reserved for small injection systems, <br />including stormwater disposal systems such as drywells. As with the CWA, implementation of <br />the SDWA has been delegated to the Oregon Department of Environmental Quality (DEQ). <br />Infiltration has become increasingly more attractive as a management practice for addressing <br />surface water quality concerns. Therefore, DEQ is concerned that stormwater disposal in <br />underground systems will become more highly utilized. DEQ promulgated new state rules in <br />2001 to implement the SDWA. One of DEQ's intents in promulgating the new rules was to see <br />that all stormwater management entities exercise the same care with respect to stormwater <br />discharged to the ground that they do with stormwater discharged to surface waters under the <br />NPDES permitting program. The 2001 rules require stormwater management entities to evaluate <br />the quality of water disposed of in all facilities that have a "subsurface fluid distribution system ", <br />including dry wells /sumps and infiltration trenches. The program also requires comprehensive <br />stormwater management plans that address: 1) the need for and effectiveness of pre- treatment <br />before injection; 2) spill prevention and control measures designed to minimize immediate harm <br />to underlying aquifers; 3) systematic monitoring and record keeping; and, 4) system performance <br />evaluation. DEQ representatives noted that there are long- standing regulations against <br />groundwater contamination, and that the 2001 UIC program rules were designed to assist <br />stormwater managers in complying with these regulations. <br />0:\25695978 Eugene RR -SC Final Basin P1an\Master P1an\FINAL 2- 2010\Master_Plan 3- 11- 10_FINAL_ Word _Version.doc 4 -2 <br />