Laserfiche WebLink
Non-Water Release Corrective Action Plan <br />North County Recycling Center and Sanitary Landfill <br />AU24.1294.00 | Non-Water Release Corrective Action Plan Update 19 <br />October 2024 <br />Golder Associates, 1995, “Seismic Design and Performance of Waste Fills”, Geotechnical <br />Engineering Group, University of California, Berkeley, Sponsored by Civil Engineering <br />Industrial Liaison Program, Earthquake Engineering Research Center, January 21, 1995. <br />I-CORP International, 2010, Geomembrane Liner Durability: Contributing Factors and the Status <br />Quo, dated June 3, 2010, UK IGS. <br />Idriss, I.M., 2008, An NGA Empirical Model for Estimating the Horizontal Spectral Values <br />Generated by Shallow Crustal Earthquakes, Earthquake Spectra, 24, 217-242. <br />Ishihara, K., 1985, “Stability of Natural Deposits during Earthquakes”, Proceedings of the <br />Eleventh International Conference of Soil Mechanics and Foundation Engineering, A.A. <br />Belkema Publishers, Rotterdam, Netherlands. <br />Jennings, C.W. and Bryant, W.A., 2010, Fault Activity Map of California, California Geological <br />Survey, Data Map, No. 6, Map Scale 1:750,000. <br />Kavazanjian, E. Jr., Dixon, N., Katsumi, T., Kortegast, A., Legg, P., Zanzinger, H., 2006 <br />Geosynthetic Barriers for Environmental Protection at Landfills, Proceedings. 8ICG, <br />Geosynthetics, Rotterdam, 2006. <br />Kavazanjian, E., Jr., Matasovic, N., Bonaparte, R., and Schmertmann, G.R. (1995), "Evaluation of <br />MSW Properties for Seismic Analysis," Proceedings of the Geoenvironment 2000 <br />Specialty Conference, ASCE, Vol. 2, pp. 1126-1141, New Orleans, Louisiana, 24-26 <br />February. <br />Kleinfelder, 1986, Boring Logs B-1 through B-6. <br />Koerner, R.M., Y.G. Hsuan, and Koerner, G.R., 2011, Geomembrane Lifetime Prediction- <br />Unexposed and Exposed Conditions, GRI White Paper #6., February, 8, 2011. <br />Koerner, G.R. and Narejo, D., 2005, Direct Shear Database of Geosynthetic-to-Geosynthetic and <br />Geosynthetic-to-Soil Interfaces, GRI Report #30, June 14, 2005, Drexel University. <br />Koerner, R.M. and H.L. Bowman, 2003, “A Recommendation to use Peak Shear Strengths for <br />Geosynthetic Interface Design,” in Geotechnical Fabrics Report, Industrial Fabrics <br />Association International, April. <br />Koerner, 1998, M.K., Designing With Geosynthetics, Prentice Hall. <br />Lettis Associates (1994), Presentation of the Foothills Fault System to the “USGS Workshop on <br />Seismic Hazard in Northern California, November 15-16, 1995, Menlo Park, CA. <br />Makdisi, F.I. and Seed, H.B., 1978, “Procedure for Estimating Dam and Embankment <br />Earthquake-Induced Deformations”, Journal of the Geotechnical Engineering Division, <br />GT7, July, pgs. 849, 867.