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Pombo Ranch Facility August 17,2004 <br /> Subsurface Investigation Report& <br /> Second Quarter Groundwater Monitoring <br /> A licensed surveyor in preparation for electronic submission of the laboratory data P rY <br /> surveyed all of the wells currently sampled on a quarterly basis for elevation, latitude and <br /> longitude. <br /> Groundwater Elevations 05/14/04 <br /> ' Well Collar Elevation DTW GW Elevation <br /> MW-1 53.47 10.6 42.87 <br /> MW-2 53.22 10.59 42.63 <br /> ' MW-3 55.02 11.29 43.73 <br /> MW-4 53.55 10.7 42.85 <br /> MW-5 53.46 10.8 42.66 <br /> ' MW-105 53.55 10.89 42.66 <br /> Well records for all wells within a 2000-foot radius of the site were requested from <br /> the Department of Water Resources. Water Resources reported records'of several <br /> wells in the northwest quarter of section 30 Township 2South/ Range 5 east but no <br /> wells records for wells within 2000 feet of the site. There were no well completion <br /> ' reports on file for the three domestic wells identified in an earlier receptor survey <br /> and shown on Figure 1. Construction details have not been recovered for the nearby <br /> ' wells and the well is reported to not been serviced for many years. <br /> 2.1 Drilling <br /> Permits were obtained as necessary for all wells (including borings) before <br /> ' drilling began. The soil boring was accomplished using a mobile mounted <br /> drilling rig employing the use of a hollow stem flight auger no less than 3 1/4- <br /> inch i.d. and 8 7/8 o.d. Geoprobe® Systems was used for a preliminary phase of <br /> sampling. <br /> All drilling equipment was thoroughly steam-cleaned before drilling began, to <br /> ' prevent the introduction of contamination from off site, and between borings to <br /> prevent cross contamination. <br /> The borings were logged under the direct supervision of a registered professional <br /> ' using the Unified Soil Classification System. The color, texture, moisture, <br /> plasticity (if applicable), consistency of the earth materials, pertinent soil or <br /> bedrock characteristics, and any evidence of contamination will be noted. All <br /> water-bearing zones and the depths at which they were encountered are noted on <br /> these logs. <br /> All borings; were drilled in such a manner as to <br /> g prevent cross contamination <br /> between strata. Exploratory soil borings within the unsaturated zone were <br /> ' backfilled with Bentonite and cement. <br /> 6 <br /> 1 <br />