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.3 <br /> Work Plan-Soil and Groundwater Investigation <br /> Gateway Pmject,City of Stockton <br /> L Mash 10,2000 <br /> Page-3- <br /> rLaboratory testing of eight soil samples and four groundwater sample&have been assumed in the project, <br /> work plan. Soil sample analytical,data supplein ted with groundwater sample analytical data should be <br /> sufficient for preliminary evaluation.of the potential for a groundwater impact and PIER preparation. <br /> The Geoprobe borings will be hydraulically advanced using a 2-inch diameter.conical'bit. The bit and <br /> associated push rods;iwill be thoroughly cieanedbefore each borehole is drilled using laboratory-grade, <br /> _ <br /> non-phosphate detergent and deionized water and double rinsing with deionized water. Upon Completion.- <br /> of the drilling and sampling;the boreholes wilt be' 'grouted with a grout slurry containing 3 to5-percent <br /> bentonite. The slurs will be tremied into the borehole to avoid bridging. <br /> 33 SOIL SAMPLING - <br /> Soil samples will be collected from each boring with a 1.75-inch O.D.; 4-foot long, core barrel, fitted <br /> with a clean, one time use, polyethylene liner. !The soil sampling equipment will be:cleaned prior to <br /> collecting each sample. The,cleaning.procea4es will.consist of washing the sampling spoon in a <br /> solution of iaboratoiy-grade, non-phosphate detergent and deionized=water, and double-rinsing with <br /> _ <br /> hydrocarbon-free water. J - <br /> During the sampling,the core barrel will be driven in 4-foot intervals. The sample liner will be extracted <br /> from the core barrel' and used for geological logging and field observations._The soil samples will be- _ <br /> _ _ . <br /> logged according to the Unified Soil-Classification System. Geological logs will be prepared containing l <br /> field observations including soiltype, estimated moisture content;-PID measurements, and the presence <br /> IK <br /> of staining or odor. <br /> Each soil.sample will;be cut from the liner at.the selected depth for potential laboratory analyses. The <br /> soil samples will be 'retained, undisturbed,-in°the liners: The liners will be scaled at the ends. with <br /> Teflon® sheeting, capped, wrapped with duct tape, and labeled." The samples will be stored.in'a cooler <br /> chilled with ice and;delivered wfthin 24�houis of collection,.- chain-of-custod procedures, to <br /> ._ y A , <br /> GeoAnalyt cal:Laboratories, Inc,of Modesto California'- -The sairiples will be-analyzed using U S-.:EPA <br /> Methods and California-approved methods urider,strict quality assurance-measures'. <br /> =CONDOR- <br /> ..-- <br />