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I <br /> X D N <br /> I <br /> Cardlock <br /> Dispensers <br /> x Offices& (Ramos) <br /> I Underground <br /> Break Room o <br /> Storage Tank <br /> —X-- GATE Do (Ramos) <br /> X X�----T STORM WATER <br /> t -- 0000 "--" —r--� INFILTRATION <br /> Wash7 SB-2® I BASIN <br /> x Rack Shop -3.24 _3.2- X <br /> SB-3 ED <br /> -3.16 <br /> X -3.10 Guard x <br /> AST I <br /> Shack -3.0 Project Site Boundary <br /> _llI <br /> X <br /> --x -2.9 <br /> I I <br /> i-0.002 ft/ft <br /> I X <br /> I � <br /> _2,g Graphical Scale <br /> 0 25 50 100 <br /> Project Site Boundary —'I <br /> X Feet <br /> XE -2.7�� <br /> ( Notes: 0=Control Point for survey;ground surface <br /> ®SB-4 I assigned height of 20 ft msl based on USGS Topo. <br /> -2.61X Soil Boring elevations surveyed relative to Control Point <br /> I (not to MSL)for purpose of assessing the groundwater <br /> GATE I gradient. <br /> Client Name: Pape Group, Inc. <br /> Figure 3 <br /> Project Name: Phase II ESA, 10842 South Harlan Road, French Camp, CA Groundwater Elevations <br /> and Gradient, October 10, 2014 <br /> CALEDONIA Project Number: PA004.02_PH2ESA(14) <br /> J:/Caledonia/Clients/Pape/Kenworth/French Camp(Ph2)/2014 <br />