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LCRS Design - Area 26
<br />Foothill Sanitary Landfill
<br />Therefore, GLA considers the use of a GDN to be acceptable for use in the Area 2B LCRS. GLA
<br />also believes that any subsequent module construction may employ the use of a GDN as long as
<br />module specific LCRS analyses are completed at the time of design.
<br />6.0 LIMITATIONS
<br />This report is based on the data and analyses described herein. GLA should be notified of any
<br />conditions that differ from those described herein since this may require a reevaluation of the
<br />data, conclusions and recommendations presented. This report has been prepared in
<br />accordance with generally accepted geotechnical and geoenvironmental practices, and makes
<br />no other warranties, either expressed or implied, as to the professional data presented in it.
<br />This report has not been prepared for use by other parties and projects other than those
<br />named or described above. It may not contain sufficient information for other parties or other
<br />purposes.
<br />7.0 REFERENCES
<br />GeoSyntec Consultants (2014), "Design Report, Area 2A Expansion, Foothill Sanitary Landfill",
<br />October 5.
<br />GSE Environmental. (2007), "The GSE Drainage Design Manual, Second Edition".
<br />Giroud, J.P., Zhao, A., and Zornberg, J.G. (2000), "Hydraulic design of geosynthetic and granular
<br />liquid collection layers," Geosynthetics International, Vol. 7, No. 4-6, pp 285-380.Schroeder,
<br />P., Lloyd, C., and Zappi, P. (1994), "The hydrologic evaluation of landfill performance (HELP)
<br />model," User's guide for version 3.07., Environmental Protection Agency, Cincinnati, Ohio.
<br />State Water Resources Control Board Central Valley Region, 2015. "Waste Discharge
<br />Requirements for San Joaquin County Department of Public Works Foothill Sanitary Landfill,
<br />Inc. Foothill Landfill Class 111 Landfills, Order No. R5-2015-0058," ApriI17.
<br />United States Army Corps of Engineers, 2000, "Hydrologic Evaluation of Landfill Performance,
<br />Version 3.07", Us Army Corps of Engineers, Waterways Experiment Station, Vicksburg,
<br />Mississippi.
<br />United States Army Corps of Engineers, "Hydrologic Evaluation of Landfill Performance (HELP)
<br />Model User's Guide for Version 3", Us Army Corps of Engineers, Waterways Experiment
<br />Station, Vicksburg, Mississippi.
<br />Project No. AU 17.1254 1 LCRS Design 10
<br />May 2018
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