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Mr, lnf ima <br /> 04/03/2006 <br /> Page 2 of 4 <br /> zone. BBL proposes the reduction of groundwater monitoring well clusters from six as defined in <br /> the CAP(summarized as bullet item 3 above)to four; <br /> 2. The reinstallation of an A-zone groundwater monitoring well in the vicinity of groundwater <br /> monitoring well MW-1, which was previously destroyed in 2004; <br /> 3. Soil lithology and stratigraphy underlying the site has been sufficiently defined as illustrated in <br /> the CAP cross-sections (Figures 4 and 5), and will be supplemented with the addition of the four <br /> deep wells proposed above. Therefore, the completion of six additional CPT borings, as defined <br /> in the CAP(summarized as bullet item 2 above),is not considered necessary at this time; <br /> 4. Evaluate the vapor inhalation pathway to determine if residual benzene, toluene, ethyl benzene, <br /> and total xylenes (BTEX) concentrations defined in the A-zone represents a significant risk to <br /> human health;and <br /> 5. Complete a focused excavation, as defined in the CAP (summarized as bullet item 1 above), as a <br /> contingency,to eliminate a vapor inhalation pathway or if it is determined that natural attenuation <br /> alone can not meet acceptable groundwater clean-up levels in a reasonable time frame. <br /> The following sections define the proposed work tasks that will be implemented as part of the CAP <br /> revision. <br /> Task 1 —Groundwater Monitoring Well Installation <br /> Three distinct water bearing zones (i.e.; sand layers within the low permeability clay/silt/sand deposits) <br /> have been identified as A-zone (approximately 25 to 30 bgs), B-zone (approximately 42 to 50 feet bgs), <br /> and C-zone (approximately 74 to 80 feet bgs). These three zones are the zones of higher transmissivity <br /> where groundwater is flowing beneath the site. The predominant groundwater flow direction is to the <br /> north/northwest,as presented on the rose diagram(Figure 1). <br /> All existing groundwater monitoring wells previously installed and used for quarterly monitoring were <br /> screened within the A-zone. Vertical profile groundwater sampling conducted in 2004 (grab sampling) <br /> identified petroleum hydrocarbons beneath the site in the B-zone and C-zone. The horizontal extent of <br /> petroleum hydrocarbon impacts within the B-zone and C-zone is unknown since the existing monitoring <br /> well network does not provide data for these depth intervals. <br /> BBL proposes to install nine additional monitoring wells as part of this task. Monitoring well clusters <br /> screening the B-zone and C-zone will be located near existing A-zone monitoring wells MW-2, MW4, <br /> and MW-9. An additional cluster of three monitoring wells screening the A-zone, B-zone and C-zone <br /> will be installed in close proximity to destroyed monitoring well MW-1. Locations of proposed <br /> monitoring wells are shown on Figure 2. <br /> The A-zone well will be screened at an approximate depth interval of 25 to 30 feet bgs. The B-zone wells <br /> will be screened at an approximate depth interval of 40 to 50 feet bgs. In order to prevent the potential for <br /> cross contamination between the A-and B-zones the wells will be double-cased. The outer casing will be <br /> set and sealed at a depth of approximately 35-feet bgs. Once the casing is set, the borehole will be <br /> advanced to the 50-foot depth to allow for the installation of the B-zone monitoring wells. The C-zone <br /> wells will be screened at an approximate depth interval of 70 to 80 feet bgs. Similar to the B-zone wells, <br /> 08262822.dm <br /> BLASLAND, BOUCK&LEE, INC. <br /> engineers,scientists,economists <br />