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Lammersville School District March 3, 1992 <br /> 02320 2324 Page 2 <br /> sampling of two sod borings, well installation and development, groundwater sampling, and surveying <br /> of the new and existing monitoring wells <br /> 31 WORK PLAN/PERMIT PREPARATION AND SUBMITTAL <br /> Groundwater Technology submitted a work plan for investigation at the site to Mr Kenneth Olds of <br /> the District on October 18, 1991 The District was advised of the receipt of the work plan by the <br /> SJCEHD on October 23, 1991 The SJCEHD reviewed the work plan and responded to the District <br /> with exceptions on November 21, 1991 The exceptions included lack of evidence of permission to <br /> encroach on County property, and incomplete well permit applications Groundwater Technology <br /> provided the SJCEHD a final submittal on December 30, 1992 Final approval of well permits came <br /> from the SJCEHD on January 15, 1992 <br /> 3 2 SOIL BORINGS <br /> On January 24, 1992, two soil borings (SB) were drilled to further determine subsurface conditions <br /> beneath the site (Figure 2) The borings were drilled using a truck-mounted drill rig equipped with 8 5- <br /> inch outside diameter (0 D ),hollow stem flight augers The drilling was supervised by a field geologist <br /> working under the direction of a California registered geologist A continuous log of materials <br /> encountered while drilling was completed by the field geologist using the Unified Soil Classification <br /> System (Appendix A) Each boring was drilled to a depth of 20 feet below grade surface (BGS) Water <br /> was encountered in each boring at approximately 6 feet BGS All soil generated during the drilling <br /> operation was placed in 55-gallon drums and stored on site pending proper disposal <br /> 3 3 SOIL SAMPLING <br /> Sal samples were collected continuously in each boring The samples were collected using a 2 5-inch <br /> O D modified California split-spoon sampler, lined with three 2 5-inch-diameter by 6-inch-long brass <br /> sample tubes At each sample interval, a split-spoon sampler was driven 18-inches ahead of the lead <br /> auger Field observations and headspace screening for volatile organic compounds (VOC) using a <br /> portable photoionization detector (PID), were used to field-screen the subsurface materials for <br /> hydrocarbons The results of PID screening are shown on the boring logs (Appendix A) The samples <br /> were subsequently sealed, labeled, and placed on ice in an insulated container All samples were <br /> shipped with the appropriate chain-of-custody manifest to Sequoia Laboratories in Sacramento, <br /> California Selected samples from each soil boring were analyzed for benzene, toluene, ethylbenzene <br /> . and xylenes (BTEX), and total petroleum hydrocarbons as gasoline (TPH-G) by EPA methods <br /> 50301802018015 <br /> 21240SRI RPT <br /> __j: GROUNDWATER <br /> J, TECHNOLOGY <br />