Laserfiche WebLink
y s <br /> r <br /> �1 1:01�lETHODS <br /> 1.1 Soil Sampling and Contaminallon,bio <br /> Soil borings and soil sampling were performed under the direction of a Delta engineer or geologist. The <br /> soil borings were advanced using a truck;-mounted hollow-stem auger drill rig. <br /> E <br /> To reduce the chances of cross-contamination between boreholes, all downhole drilling equipment was <br /> steamed-cleaned between each boring. To reduce cross-contamination between samples, the split-barrel <br /> samplerwas washed in a soap solution and a double-rinsed between each sampling event. <br /> Soil sampling was done in accordance with ASTM 1586-84. Using this procedure,a 2-inch outside-diameter <br /> split-barrel"sampler or a 2-inch inside-diameter California-type sampler is driven into the soil by a 140-pound <br /> weight failing 30 inches. After an initial set of 6 inches,the number of blows <br /> &h g required to drive the sampler <br /> an additional 12 inches is known as penetration resistanea, or the "N" value. The N value is used as an <br /> j empirical measure of the relative density of cohesionless soils and the consistency of cohesive soils. <br /> Upon recovery,a portion of the soil sample was placed into a plastic bag and sealed for later screening with <br /> a photolonization-detector. Another portion of the soil sample was used for classifirmtion and description. <br /> That part of the soil sample collected in brass tubes within tl California-type sampler was stored at <br /> approximately 4°C for transport to the laboratory. <br /> 1.2 Soil Classlfle.m on <br /> As the samples were obtained in the field, tL-y were classified by the crew chief/geologist in accordance <br /> -�. with the United Soil Classification System (USCS). Representative portions of the samples were then <br /> retained for further examination and for verification of the field classification. Logs of the borings indicating <br /> the depth and identification of the various strata, the N value, and pertinent information regarding the <br /> method of maintaining end advancing the borehole will be mast. <br /> 1 <br /> € 1,3 641-SAMPle Screenlna( Nu Ebotolonization Defotor-Method <br /> Alter sail In the plastic bag were brought to ambient temperature,the headspace vapors of the soil sample <br /> bags were screened with a portable photoioniution detector equipped with a 10.2 eV lamp calibrated to <br /> -� -benzene. The sample D&g was opened and the detector probe immediately PIaced within-the hea spa .of --T - T-_T- — <br /> - the plastic bag. The highest observed reading was recorded. <br /> s <br />