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Ms.Ma*Lagorio • <br /> November 10,2000 <br /> Page 3 <br /> Classification System (USCS). Selected samples will be collected for.physical characteristics. <br /> The sampler will don new disposable nitrile gloves prior to handling each sample. Upon <br /> retrieval,the sample sleeve will be capped by Teflon sheets and plastic caps,labeled with the site <br /> name, sample identification, sample depth, date and time of sampling, and initials of the <br /> sampler. The sample will be placed in a sealable plastic bag and placed on ice in a cooler <br /> pending transportation to the laboratory. The sample information will also be logged on a chain <br /> of custody form along with the analyses to be run. The chain of custody will accompany the <br /> samples from the time of collection to delivery to the laboratory. <br /> Soil Sample Analysis <br /> Soil samples from the saturated zone will be processed and labeled as described above for <br /> analysis of physical parameters in the saturated zone from each distinctive soil type encountered <br /> beneath the water table (maximum of four samples). The soil samples will not be analyzed for <br /> chemical parameters other than total organic carbon. The physical parameter analyses shall <br /> consist of: <br /> • Particle Size Distribution: (1/4" to 0.4 micron range ASTM D422/4464) <br /> • Total Organic Carbon(Walkley-Black) <br /> • Capillary Pressure Package: Air/water; centrifugal method, includes: multi-point <br /> capillary pressure (characteristic) curve, porosity (effective), bulk/grain density, and <br /> permeability to air and water. <br /> Well Development <br /> Initial well development will be conducted immediately after placing the filter pack by surging to <br /> settle the filter pack prior to placing the bentonite transition seal. At least 24 hours after well <br /> installation, the well will be developed by surging and pumping or bailing until physical <br /> parameters such as pH,temperature, and conductivity stabilize and the water appears clear. If <br /> the subsurface soil is comprised primarily of fines,it may not be possible to achieve low levels <br /> of turbidity. Purge water will be stored in labeled drums pending characterization and <br /> appropriate disposal. <br /> Well Survey and Sampling <br /> The top of casing of each well will be surveyed for northings, castings, and elevation by a <br /> California licensed surveyor. The ground elevation will also be determined at each well. <br /> Groundwater levels will be measured with an electric water level meter prior to sampling. The <br /> probe will be decontaminated between groundwater monitoring wells. Measurements will be <br /> taken from the surveyed reference point marked on the top of the PVC risers. Water-level <br /> measurements will be taken within 0.01 foot and recorded in the field notebook or on field <br /> sampling sheets. <br /> Prior to sampling each groundwater monitoring well, the water level will be measured and the <br /> volume of water in the well casing will be calculated. A minimum of three well casing volumes <br /> will be purged using a bailer or submersible pump. During the purge cycle, field measurement <br /> of pH,specific conductance,temperature,and visual observations will be recorded to verify well <br /> stabilization. To collect a representative water sample, stabilization will be deemed complete <br /> P:\20000\20587\WKPINweHs 1.&c <br />