Laserfiche WebLink
NELSON READY MIX <br /> Report of Contaminated Soils Excavation <br /> Page: 5 <br /> are on Figure 2 The value listed for Pile 2 is a simple arithmetic average of the two <br /> laboratory values given in the table of laboratory results The total weight of diesel <br /> 1.7 <br /> removed by the excavation is calculated to be 3370 lbs <br /> The difference between the two calculations can be accounted for in a number of ways <br /> The highest levels of diesel from the Wright drill holes were from samples taken very close <br /> to the water table In the excavation, a product sheen was noted in the water seeping into <br /> the pit Consequently, these samples are probably not representative of the diesel level in <br /> each of the cells as a whole If, for example, the values for diesel in the 15 foot deep <br />' samples in each of the three drill holes (SB -- 1, SB — 2, SB — 7) are cut to 4100 ppm <br /> (which is the value found in sample G-5), the total weight of diesel present, in situ, <br /> becomes only 3556 lbs of diesel, close to the amount actually recovered <br /> The samples from the piles of contaminated soil were all taken from near the surface and <br /> some of the higher concentrations may have been deeper in the stockpile Also, some of <br />' the contaminated stockpiles had been on the surface for a number of days This may have <br /> led to some loss by evaporation <br /> I <br /> The water removed from the excavation and stored in above ground containment has been <br /> treated by carbon filtration and re-sampled The original concentration of diesel at 38 <br /> mg/L (ppm) appears to have been reduced to 1 3 mg/L in the sample obtained by <br /> GeoAnalytical Laboratories of July 6, 1999 <br /> PETROLEUM LABORATORY SAMPLE RESULTS FROM WATER TANK <br />' Diesel Benzene Toluene E benzene Total Xylenes MTBE <br /> (PPM) (PPB) (PPB} (PPB) (PPB) (PPB) <br /> 21-Junl 1 381 N01 Np ❑71 3 2 19 <br /> 6—Jud 1 31_ NOI ND _______NDI NDJ NA <br />' ND—None Detected NA=Not analyzed <br /> 2.1 Soil Sampling <br />' The general lithology of the excavation was determined by a registered <br /> professional using the Unified Soil Classification System The same registered <br />' professional supervised the final portion of the excavation and the laboratory <br /> sampling <br />' All soil and groundwater sampling equipment was thoroughly washed with TSP <br /> solution and rinsed before and between sampling to prevent cross contamination <br />' The laboratory samples did not have head space and were immediately sealed in <br /> their containers The samples were then transferred to an ice chest containing blue <br /> ice and transported immediately to GeoAnalytical Laboratory under chain of <br />' custody <br /> Laboratory soil samples were analyzed using EPA method 3510/LUFT for diesel <br /> range petroleum hydrocarbons, EPA method 8020 for BTEX compounds & <br /> MTBE, Method 8260 for Oxygenated Compounds and Method 9040 for pH <br />