Laserfiche WebLink
State of California Department of Health Services <br /> r <br /> To Jeanine Jones, P.E. Date September 23, 1986 <br /> Senior Waste Mana ement. Engineer <br /> Subject: Lika Field Avenue <br /> Report, dated <br /> August 5, 1986 <br /> R <br /> Marge ouch <br /> From Waste Management Engineer <br /> After reviewing the "Preliminary Investigation for Surface and <br /> Subsurface Contamination of Soils and Groundwater Final Report" , <br /> the following are my comments, questions and suggestions for <br /> proceeding on this project. <br /> The Total Threshold Concentration Limit (TTLC) is used to <br /> determine if a waste is hazardous; it should not be considered a <br /> goal or cleanup level. The statement which starts at the bottom <br /> of page 6-i is not correct. If the soil has a concentration of <br /> toxic contaminants which exceed the TTLC, the soil is considered <br /> hazardous in situ, not just at the time of excavation and <br /> 'disposal. <br /> The analytical results for hexavalent chromium are inadequate. <br /> Regarding item 1 on page 6-5, the 0. 10 mg/l limit of detection <br /> for hexavalent chromium (CrVI) in water is too high. The Primary <br /> Drinking Water Drinking Water Standard is only 0. 05 mg/l. I can <br /> find no record of standard method 312 (page 5-1) for hexavalent <br /> chromium analysisi What document describes this method? The <br /> letter from California Analytical Laboratories, dated June 3, <br /> 1986 (Appendix C) , states there was high interference for CrVI <br /> determination, which raised the detection limit. A laboratory <br /> report or quality control summary submitted to Woodward-Clyde <br /> should be included in this section of the report to explain any <br /> problems encountered while doing the analyses. All wells should <br /> be resampled and analyzed for CrVI according to EPA Test Methods <br /> for Evaluating Solid Waste, SW-846 2nd Edition, before <br /> abandonment of the wells can be considered. <br /> 'The recommendations proposed for excavation of a maximum of two <br /> feet of soil along the west side of the building appears <br /> adequate, except in areas B-4 and LSB-7. The copper in the <br /> soil samples in these two locations becomes more concentrated <br /> with depth. Soil excavation and removal in these two areas <br /> should go deeper than the proposed two feet. After the soil is <br /> removed, confirmation sampling must be done to show the <br /> effectiveness of the excavation. The confirmation samples should <br /> be taken, as closely as possible, in the same areas as the <br /> original sampling .effort. <br />