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0 0 <br /> 6. Stormwater management <br /> a. Non-Contact stormwater <br /> Shallow drainage berms will be installed on the south side of Area 2A to direct <br /> stormwater to down drains (Figure 1). The down drains will be installed to <br /> convey the stormwater into the existing retention pond. <br /> b. Contact Stormwater <br /> With the appropriate grading, minimum ponding and infiltration of stormwater is <br /> expected. Stormwater that infiltrates into the refuse will be contained <br /> by Area 2A's LCRS system. <br /> AREA 1 <br /> 1. Grading <br /> The top deck of Area 1 has been graded to drain towards the west with minimum <br /> of 3% slope. Soil berms have been placed on the perimeter of the top deck to <br /> direct stormwater runoff to down drains. <br /> 2. Down Drains <br /> New down drains will be installed on the top deck as shown on Figure 1. <br /> This task is expected to be completed by end of October. <br /> 3. Erosion Control <br /> Side slopes of Area 1 and Area 2A will be track walked to minimize erosion. This <br /> is an ongoing task expected to be completed by end of November weather <br /> permitting (Figure 1). <br /> N:\1 Foothill\Winterization\2016-9-27-FH-16-17 Winterization Plan.docx <br /> FH-2016-17 Winterization Plan Page 2 of 2 Revised 10/4/2016 <br />