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- _ N <br /> �I <br /> MW-4 <br /> Building Storefronts (37.68 <br /> ® Sidewalk <br /> 38.0 ——————— <br /> West 10th Street 38.0 <br /> 39.0 <br /> 39.0 <br /> idewalk <br /> — 40.0174 .0 <br /> r - MW-3 J I = i / 1'r MW-1 <br /> (40.03) r/ gQt°'" (destroyed) i \1 <br /> Former underground <br /> l Tank Location and <br /> M & M Area of Excavation we slim 12 I I <br /> East <br />= Automotive I Water Sldewalll• <br /> t } sample I. I <br /> Shop and Office <br /> I II <br /> Building <br /> I <br /> I\ 010 i ! <br /> 40,25 •--------- --- feet <br /> 40.25 I I I <br /> MW-2 I I I I <br /> � I } II <br /> (40.25) I \ Standing water I I <br /> r I I level about 10' / <br /> V \ below surface I i <br /> S \` during excavation <br /> } South — ----- —ice �/ <br /> ----------_--- <br /> N9E Q <br /> � a <br /> i <br /> 0 feed .20 <br /> 1 <br /> H1S10"c Q Proposed Boring Location <br /> Groundwater <br /> Flow Direction <br /> If <br /> Notes: <br /> 1. Base Map is WRIGHT Groundwater Contour Map for June 30, 1999 <br /> Westo Excavation Soil Sample Location, 2. ME flow direction is historically the most consistant flowline <br /> June 1999 direction observed. <br /> 3. See previous WRIGHT quarterty monitoring reports. <br /> MW-2 4. Well MW-i destroyed during source excavation.June, 1999. <br /> (40.25) Groundwater Monitoring Well, <br /> (groundwater elevation in feet, MSL) proposed Boring <br /> Groundwater Elevation Contour Locations <br /> 40.0 <br /> in feet MSL, June 30, 1999. Project No. 4100 <br /> M & M Automotive Scale: 1' = 20' <br /> 60 E. 10th Street Date: Mar., 2000 <br /> Wright Environmental Services, Inc. Tracy, CA <br /> Tracy CA Figure 1 <br />