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Admin Order 58-12-14
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Admin Order 58-12-14
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Last modified
11/7/2012 2:23:00 PM
Creation date
11/7/2012 2:09:00 PM
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City Recorder
CMO_Document_Type
Admin Orders
Document_Date
11/2/2012
Document_Number
58-12-14
Author
CRO
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SECTION 2 Study Area Characteristics <br />Table 2 -8 <br />Hydric Soils in River Road Santa Clara Basin <br />Location <br />Hydric Soils (percent) <br />Within UGB <br />11% <br />Outside UGB <br />37% <br />Total Basin <br />22% <br />Source: USDA Soil Survey of Lane County Area, Oregon, 1987. <br />2.9 Groundwater <br />Two aspects related to groundwater need to be given special consideration when planning for <br />stormwater management. The first relates to the regional aquifer that underlies much of the <br />lower Willamette Valley basin. This aquifer is the source of drinking water for rural residents <br />and several nearby communities (i.e., Springfield, Coburg, Junction City) and has also been <br />investigated as a potential future source of water for Eugene. For this reason, consideration <br />needs to be given to the effects that stormwater management can have on groundwater quality <br />and quantity. <br />The second issue relates to depth to the water table. Map 11 shows the depth to high water table <br />during the wet season. This information is linked to soil type and comes from the USDA Soil <br />Survey of Lane County. During the course of the year, these elevations respond to rainfall <br />amounts and, therefore, vary accordingly. As with hydric soil location, the Northwest <br />Expressway is a definitive boundary where deeper water table elevations are found to the east <br />and shallower depths to the west. As part of this study a more detailed analysis of high <br />groundwater was conducted by reviewing well logs from the Oregon Water Resources <br />department. The results of the evaluation showed that seasonal high groundwater levels are <br />approximately 8 feet deep on average in this basin. A copy of study results is provided in <br />Appendix E. <br />With regard to the issues of aquifer protection and depth to the water table, the numerous <br />drywells used for stormwater management in this basin present a unique environmental problem <br />because drywells have the potential to discharge surface water pollutants directly to groundwater <br />without sufficient treatment. <br />Congress enacted groundwater protection rules in 1974 under the federal Safe Drinking Water <br />Act (SDWA). The U.S. Environmental Protection Agency (EPA) administers these rules under <br />Title 40 of the Code of Federal Regulations (CFR) Parts 144 -148. In Oregon, the EPA has <br />delegated the regulation of groundwater protection rules to the Department of Environmental <br />Quality (DEQ). The DEQ regulates this program for the EPA under the Oregon Administrative <br />Rules (OAR) Chapter 340, Division 44. <br />As part of these groundwater protection rules, DEQ specifies a minimum of 10 feet of separation <br />between the bottom of a drywell and the seasonal high groundwater. Due to high groundwater <br />in a large portion of the River Road Santa Clara basin, most of the UICs in this area do not meet <br />the necessary separation criteria and cannot, therefore, be Authorized by Rule by the DEQ. Both <br />the City of Eugene and Lane County have registered their known UICs with the DEQ and have <br />applied for a Water Pollution Control Facility (WPCF) permit to manage the UICs until they can <br />0:\25695978 Eugene RR -SC Final Basin P1an\Master P1anTINAL 2- 2010\Master_Plan 3- 11- 10_FINAL_ Word _Version.doc 11 -28 <br />
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