Laserfiche WebLink
e <br /> KLtINIELDER <br /> ENT,CUrIVE SUNINIARY <br /> CH3 Construction acting as an agent for Santa Fe Pacific Realty Company,inundhe ropery <br /> owner, contracted with Kleinfelder. Inc., to further evaluate soil and g <br /> conditions at the site where a 2000-gallon fuel storater <br /> ge tank had been removed at 1515 <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 /> at the site, <br /> einfelder <br /> To further evaluate soil and ground watt cd ons subtmitted one sampleefrom each boring for <br /> s an <br /> soil-gas survey-, drilled three soil boring <br /> measured <br /> chemical analysis; installed, developed, and samltheed tdirect tionhree of grounditoring The <br /> the depth to ground water in the wells to locateles collected. <br /> soil-gas survey detected petroleum hydrocarbon constituents in six of 15 same <br /> in the h <br /> Petroleum hydrocarbons were not detected ip analysis, <br /> from B-3. Petroleum hydrocarbons <br /> with the exception of 5.5 ug/1 toluene in the p <br /> s. <br /> were not detected in each of the samples�il Sam lected r at 1600 1600 the three monitoring most probable Humbler <br /> However, coliform was detected in the M p <br /> (MPN)/100 mi -- possibly due to MW-1's proximity to a sewer line. Measured ground <br /> f 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. lleinfelder's <br /> conclusions and recommendations are based on these findings. <br /> ,ne results of the soil-gas survey and soil assessment indicate that soil and ground water <br /> adjacent to the excavation are affected by petroleum hydrocarbons. Kleinfelder <br /> recommends quarterly monitoring of the ground water quality and gradient to assess the <br /> I <br /> effects of seasonal variations and to assess the possibility afc o soil,grthe(hallow f <br /> water <br /> spreading laterally as well as downgradtent due to permeability <br /> ground water gradient, and gradient fluctuations due to tides and/or seasonal changes. <br /> 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 tie ground water - <br /> This executive summary is subject to limitations stated in this report. <br /> Fu_90.tot <br /> t <br /> Copyright 1990 Kteinfewer, Inc. <br />