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%-.� � <br /> for cupyiug . With a ground level of plus 25 ' and a water <br /> level )f plus 1 ' , groundwater could be fo;znd 10' below the <br /> ;surface at the present time at the project site. As noted in <br /> the appended report:, the water levels shown on the County <br /> maps is the hydrostatic head level of the aquifers in the <br /> area and doe3 not necessarily represent the level that water <br /> aright either be found or not found if these aquifers are <br /> separated front the near surface deposits by aquicludes . <br /> Figure 2 shows the water levels for the fall of 1986. These <br /> data indicate that conditions were about the same as in 1990 <br /> with a water level of about plus 15' . <br /> Figure 3 shows the water levels for the spring of 1983, a <br /> recent year of high water levels . This map shows that the <br /> groundwater head was about plus 20' at that time, indicating <br /> that it would rise to within 5 ' of the surface . <br /> These data show that the vadose zone, if it is in hydraulic <br /> connection with the aquifers below about --100' , where most <br /> of the local water wells are completed, could have been ex- <br /> tended by about 5 ' between 1983 and 1990, from 5,' below the <br /> surface to about 10' below the surface. This writer believes <br /> that to be true for the general area; however, local <br /> conditions at the excavation site could be different. <br /> CURRENT STATUS <br /> The site: is as described in the attached report. No further <br /> on-site work has been done . Bids have been received for the <br /> boring of test wells and permits for these wells, are being <br /> prepared for submittal at the time of this writing. on-site <br /> activities cannot be started until this report of planned <br /> operations has been approved by the EHD. <br /> PROPOSED WORK <br /> A generalized safety operations plan for the project has <br /> been prepared and will be submitted along with the permit <br /> applications . The: drilling contractor, Sprectrum ,Exploration <br /> Co . , is expected tn supply all necessary safety equipment <br /> for their crew and to have their own site-specific plan. <br /> Water bevel and Direction--of--Flow Determinations <br /> Figure 4 is a slte map showing the location of the property <br /> and various pertinent features . The is not a surveyed map, <br /> however it was adapted from the -1wner' s property map and it <br /> should be accurate . <br /> The object, cif the work plan is to investigate the vadose <br /> zor►e anti the water ta':le below to determine if either has <br /> beerx contaminated by gasoline leaks from the former <br /> 2 <br />