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r� <br /> �j <br /> FIELD WORK <br /> . A permit was requested and received from San Joaquin County <br /> Environmental Health Division (SJCEHD) prior to drilling the <br /> boring. The permit is included in Appendix A. A site specific <br /> Health and Safety Plan was completed. US Alert was contacted prior <br /> to drilling. <br /> SJCEHD was notified 48 hours prior to drilling. <br /> The location of the boring identified as B-1 is shown in Figure 2 . <br /> The former UST location is also clearly identified in Figure 2 . <br /> On the morning of June 29, 1994 , John N. Alt met with the drilling <br /> crew and Harlin Knoll from the SJCEHD at the parcel located at 375 <br /> W. Hazelton Ave. , Stockton CA. <br /> GREAT SIERRA EXPLORATION was the driller for the boring. The <br /> Boring Log was prepared by the Certified Engineering Geologist, who <br /> directed the drilling and recorded the observations of the geologic <br /> materials encountered on site during the drilling. Soil Samples <br /> were collected at five foot intervals. These samples were <br /> collected for a description of the subsurface soil conditions. Six <br /> soil samples were collected for chemical analysis, commencing at <br /> approximately 11 feet. The Boring Log is contained in Appendix A. <br /> The first 11 feet had fine to medium grained brown sand fill. At <br /> approximately 12 feet, dry brown clayey silt with caliche veins was <br /> encountered and a strong hydrocarbon odor observed. The next <br /> several feet changed to fine to very fine sand being moist at <br /> approximately 17 feet. The material changed to brown moist sand, <br /> fine to medium grained and moist, well sorted and grading back into <br /> a brown clayey silt at approximately 19 feet. Then changing to <br /> brownish grey clayey to moist silty sand, with what appeared to be <br /> black magnesium oxide in horizontal lenses. The strong hydrocarbon <br /> odor persisted to approximately groundwater where it became a mild <br /> hydrocarbon odor. <br /> Groundwater level was encountered at a depth of approximately 31 <br /> feet. The units changed from brownish grey clay to clayey sand, <br /> grey sand sorted medium to course and saturated. At approximately <br /> 35 feet a stiff bluish grey clay was encountered and the boring was <br /> terminated. <br /> Soil samples were collected in the lowest brass liner and were <br /> preserved by covering both ends with Teflon tape, capping with <br /> plastic caps and sealing the caps with plastic tape. <br /> These six soil samples were labeled, logged under Chain--of- Custody <br /> (COC) control, stored in a cooler with ice and transported to a <br /> state certified laboratory (SPARGER TECHNOLOGY INC. ) for analysis <br /> with COC documentation. <br /> 3 <br />