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a:b <br /> KLEINFELDER <br /> I EXECUTIVE SUMMARY <br /> EH3 Construction acting as an agent for Santa Fe Pacific Realty Company, the property <br /> owner, contracted with Kleinfelder, Inc., to further evaluate soil and ground water <br /> conditions at the site where a 2000-gallon fuel storage tank had been removed at 'A315 <br /> West Weber Avenue in Stockton, California. Petroleum hydrocarbons were detected in <br /> soil and ground water samples collected from the tank excavation by FGL.Environmental, <br /> a previous consultant. <br /> To further evaluate soil and ground water conditions at the site, Kleinfelder conducted a.. <br /> soil-gas survey; drilled three soil borings and submitted.one sample from each boring for <br /> chemical analysis; installed,developed,and sampled three monitoring wells;and measured <br /> the depth to ground water in the wells to locate the direction of ground water flow. The <br /> soil-gas survey detected petroleum hydrocarbon constituents in six of 15 samples collected. <br /> Petroleum hydrocarbons were not detected in the three soil samples submitted for analysis, <br /> with the exception of 5.5 ug/1 toluene in the sample from B-3. Petroleum hydrocarbons <br /> were not detected in each of the samples collected from the three monitoring wells. <br /> However, coliform:was detected in the MW.-1!sample at 1600 most probable number <br /> (MPN)/100 ml'-- possibly due to MW-1's proximity to a sewer line.. Measured ground <br /> — water elevations ranged from 83.43 to 85.03 feet, and the ground water gradient and <br /> direction at the time of the sampling was 1.15 percent to the southwest. ICleinfelder's <br /> conclusions and recommendations are based on these findings. - <br /> The results of the soil-gas survey and soil assessment indicate that soil and ground water <br /> adjacent to the excavation am affected by petroleum hydrocarbons. Meinfelder <br /> recommends quarterly monitoring of the ground water quality and gradient to assess the <br /> effects of seasonal variations and to assess the possibility of contaminants in ground water <br /> _ L spreading laterally as well as downgradient due to the low permeability of soil, the shallow <br /> ground water gradient, and gradient fluctuations due to tides and/or seasonal changes. <br /> r Kleinfelder recommends that affected soil and ground water around the excavation be <br /> remediated. Soil remediation options that include the treatment of ground water should be <br /> considered because of the shallow nature of the ground water. <br /> This executive summary is subject to limitations stated in this report. <br /> F15-90-101 1 <br /> Copyright 1990 Kteinfelder, Inc. <br />