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k'9 KLEINFELDER <br /> File No. 20-1147-56.E01 <br /> September 19, 1994 <br /> PROPOSED SERVICES <br /> Task E01 - Permitting and Pre-Field Ac tivities <br /> It has been Kleinfelder's experience that this proposal contains sufficient detail and <br /> information to be submitted to the SJCEHD to review and approve a boring permit. <br /> Kleinfelder can prepare a boring permit application, a proposed boring location map, and a <br /> health and safety plan for submittal along with this proposal to SJCEHD. The permit must <br /> be approved prior to drilling the boring. Following obtaining approval from the SJCEHD, <br /> Kleinfelder will commence the actual field assessment. <br /> Task E02 - Drilling of Two Soil Borings <br /> Two (2) soil borings will be advanced to a depth of approximately 171/2 feet below surface <br /> grade (bsg) to get an indication of the possible presence and/or extent of hydrocarbons in the <br /> soil. <br /> The location of the first soil boring is to be in the location of the former UST pulled on <br /> February 23, 1989 (Tank #4). The tank was removed prior to construction of the parking <br /> structure and subsequently was built over. The location of the former tank was approximately <br /> 182 feet west of the center line of California Street and approximately 24 feet south of the <br /> center line of Market Street. This places the boring in approximately the office section of <br /> the parking garage at the north end. An existing slab is in place and will need to be cored <br /> through to allow for access. The location of the second borings is to be at the north end of <br /> the former tank location, approximately 10 feet away from the original excavation. This <br /> places the boring in the sidewalk area along Market Street. It is possible that the existing <br /> sidewalk will need to be cored through to allow for access. <br /> During the advancement of the borings, soil samples will be collected at 15-feet and 171/2 feet <br /> below grade for lithologic classification and qualitative field screening for the first boring, <br /> and at 12'/2 feet, 15 feet and 171/2 feet for the second boring. Lithologic classification will <br /> be based on the Unified Soil Classification System (USCS). Additionally, soil samples will <br /> be obtained for field screening with an organic vapor analyzer (OVA). The OVA measures <br /> ionizable compounds in air in parts per million by volume (ppmv). At this time we propose <br /> to analyze five soil samples from the borings. <br /> $TH.,md 14194 <br /> Copyright 1994 Kleinfelder, Inc. Page 3 of 6 <br />