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path. This is assumed to be the time at which peak flow occurs Detention basins will be <br />constructed on the east side of the landfill. <br />The following facilities are designed to accommodate a 100 -year storm event: <br />• Off-site drainage entering the site <br />• On-site drainage structures <br />0 Detention basin(s) <br />5.7. CONSTRUCTION SEQUENGINGConstruction Sequencing <br />5:4.-35.7.1 General PLANS <br />The County intends to continue expansion of the landfill footprint with the addition of <br />Modules within a 200 -foot setback from the current property boundaries <br />The Foothill Sanitary Landfill is currently planned to be developed in approximately ten <br />modules in order of numbering (Module 1, then Module 2 etc.) (Plate-SFigure 5). <br />Because sizing of the modules is dependent on many- operational and financial issues_ <br />the County may revise <br />the actual size or number of modules. The County will prepare and submit detailed <br />design plans for each module to the appropriate regulatory agencies for review prior to <br />the -construction. <br />The refuse fill height for each module will be assessed during the design of each module <br />based on refuse slope stability and conformance to the final landfill contours Geometric <br />constraints, such as adequate top deck size for truck traffic and potential soil stockpiling, <br />will be evaluated. <br />Foothill Sanitary Landfill Page 54 Public Works/Solid Waste <br />Joint Technical Document County of San Joaquin — Revised 7/30/10 <br />