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Revised Work Plan for Additional Site Investigation <br />Raymond Investment Corporation <br />Former Helena Chemical Facility <br />February 27,2018 <br />Page 7 <br />5.2.3 Proposed Monitoring Wells <br />Condor proposes drilling and installing two (2) additional shallow groundwater monitoring wells (MW-4 <br />and MW-5) at the Site. One monitoring well (MW-4) will be placed approximately 190 to 200 feet south <br />of well MW-3, on the east side of the main office/warehouse building to evaluate the extent of dissolved <br />Nitrate-N and 1,2,3-TCP in shallow groundwater in that direction. One monitoring well (MW-5) will also <br />be placed approximately 140 feet southeast of well MW-2 to evaluate the extent of dissolved Nitrate-N and <br />1,2,3-TCP in the presumed downgradient direction (south-southeast) from well MW-2 and boring <br />B39/GW12. No additional monitoring well is proposed northwest of well MW-1, because historical "grab" <br />groundwater samples collected in that direction (B28/GW6 and B29/GW7 contained Nitrate-N at <br />concentrations less than the established MCL of 10 mg/L. <br />During installation of the proposed monitoring wells, soil samples will be collected at a depth of <br />approximately 10 feet bgs and submitted to a California-certified laboratory for analyses. The approximate <br />locations of proposed monitoring wells are shown on Figure 5 (Appendix A). <br /> <br />5.3 SOIL BORING DRILLING AND SAMPLING METHODOLOGY <br />Soil borings will be advanced using a Geoprobe direct push drilling rig by a drilling company licensed by <br />the State of California (C-57 drilling license). The direct push borings will be hydraulically advanced using <br />a 2.25-inch diameter sampling bit. Continuous core soil samples will be collected from each of the borings <br />with a 2-inch outside diameter (OD), 4-foot-long core barrel fitted with a clean, single use, polyethylene <br />liner. During the sampling, the core barrel will be driven in four-foot intervals. The sample liner will be <br />extracted from the core barrel and used for geological logging in general accordance with the Unified Soil <br />Classification System (USCS), and for field observations. Samples selected for laboratory analyses will be <br />cut above and below the selected sample interval to separate the sample from the rest of the four-foot tube, <br />capped with Teflon® tape and plastic end caps, and placed into a pre-cooled ice chest pending shipment to <br />an analytical laboratory under chain-of-custody procedures. A generalized soil boring diagram is included <br />as Figure 6 (Appendix A). <br />Upon completion of sampling activities, each boring will be backfilled with neat cement grout from the <br />bottom of the bore hole to the ground surface pursuant to EHD guidelines. Due to the presence of shallow <br />groundwater beneath the Site (<10 feet bgs) all sealing material will be placed using a tremie pipe. <br />If soil conditions prevent the Geoprobe drilling rig from reaching the target depth, then the drilling location <br />may be completed using a drilling rig equipped with hollow stem augers, at the discretion of the Condor <br />professional geologist. <br /> <br />5.4 "GRAB" GROUNDWATER SAMPLING METHODOLOGY <br />Condor will collect "grab" groundwater samples at from each of the proposed borings, as described in <br />section 5.2.1. A "grab" groundwater sample will be collected at each boring location from the shallow water- <br />bearing zone (approximately 10-12 feet bgs) and from selected locations at depth (approximately 30 feet bgs). <br />Groundwater samples will be collected from selected borings using either a hydropunch groundwater <br />sampler driven to the desired depth, or from temporary %-inch PVC screen installed into the bore hole. If <br />installed, the temporary screen will be inserted into the boring after the soil sampling tool is removed. The <br />groundwater samples will be retrieved from the hydropunch sampler or temporary screen with a length of <br />new 3/8-inch polyethylene tubing equipped with a check valve at the bottom. The tubing will be moved up <br />and down by hand to draw groundwater up inside the tubing. The groundwater samples will be discharged <br />directly from the tubing into laboratory suiSplied sample containers. <br />CONDOR