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,1 l <br /> . DISCUSSION <br /> As discussed in the Site Conceptual Model (SCM), review of the subsurface geology and groundwater well <br /> elevation data indicate that although different transmissive (i a sandy) zones have been identified at <br /> various depths at this site, these zones are hydraulically connected and form one continuous <br /> water-bearing zone The monitoring well network, as currently installed, was intended to target these <br /> sandy, more transmissive zones and potential migration pathways Groundwater monitoring wells have <br /> been screened at two distinct intervals Upper zone wells, MWA through MW-7, are screened in sandy <br /> zones between 46 5 and 70 feet below ground surface (bgs), to monitor petroleum hydrocarbon impact to <br /> the uppermost 15 to 20 feet of the water-bearing zone Lower zone wells, MW-8 through MW-12, are <br /> screened between 94 and 115 feet bgs, within the laterally continuous sandy unit first encountered at <br /> approximately 95 to 105 feet bgs <br /> At the time of the fourth quarter 2003 monitoring event, groundwater was encountered in the monitoring <br /> wells screened within the upper zone at depths ranging from 50 31 to 51 99 feet bgs Well MW-3 is <br /> obstructed MW-5 and VEW-2 were inaccessible (facility closed) and could not be monitored or sampled <br /> Groundwater was encountered in the monitoring wells screened within the lower zone at depths ranging <br /> from 51 01 to 52 49 feet bgs Groundwater elevations decreased approximately 0 64 to 1 21 feet in upper <br /> zone wells (VEW-1 through MW-7), and decreased 0 55 to 0 86 feet in lower zone wells (MW-8 through <br /> MW-12) since the August 11, 2003 event <br /> Groundwater monitoring data were normalized to mean sea level (MSL) and used to prepare groundwater <br /> elevation contour maps A groundwater elevation contour map for the upper zone is shown on Figure 2 <br /> In the upper zone, the groundwater flow direction on November 10, 2003, was calculated to be to the <br /> southeast at a gradient of 0 002 ft/ft Since 1995, groundwater flow In the upper zone has consistently <br /> been toward the east and southeast A groundwater elevation contour map for the lower zone is shown <br /> on Figure 3 In the lower zone, groundwater flow during the fourth quarter 2003 was toward the southeast <br /> • at an average gradient of 0 007 ft/ft Groundwater flow in the lower zone has historically been toward the <br /> south and east <br /> In the upper zone wells, THPG was reported in the samples from wells VEW-1 (18,000 pg/L) and MW-2 <br /> (59 pg/L) Benzene (2,500 pg/L) was reported in the sample collected from well VEW-1 TBA was <br /> reported in samples collected from wells MW-2, MW-4, MW-6, and MW-7, with the highest concentration <br /> (19 pg/L) reported in well MW-2 1,2-DCA was reported in wells MW-2 and MW-4, with the highest <br /> concentration (74 pg/L) reported in well MW-2 TPHG or benzene were not reported in the samples <br /> collected from upper zone wells MW-4 through MW-7 MTBE was not reported in any of the upper zone <br /> wells In the lower zone wells, TPHG was reported in wells MW-8 (200 pg/L) and MW-9 (19,000 pg/L) <br /> Benzene (2,600 pg/L) was reported in well MW-9 TBA was reported in wells MW-10, MW-11, and <br /> MW-12 with the highest concentration (9 9 pg/L) reported in well MW-10 1,2-DCA was reported in wells <br /> MW-8, MW-11, and MW-12, with the highest concentration (170 pg/L) reported in well MW-8 TPHG, <br /> benzene, and MTBE concentrations for samples collected and analyzed during the fourth quarter 2003 are <br /> included on Figure 4 <br /> SJCEHD has requested that all peaks detected in the analyses be reported A copy of the laboratory <br /> tentatively identified compounds (TIC) report is attached Tentatively identified compounds were reported <br /> for wells MW-9, MW-12, and VEW-1 Results of the TIC analysis are summarized in Table 3 <br /> An access agreement for the proposed work on the adjacent parcel to the east has been received <br /> Stratus will continue efforts to obtain an encroachment permit from the City of Stockton for the proposed <br /> work in the public right-of-way immediately north of the site Once the encroachment permit has been <br /> procured, a drilling and well installation package will be submitted to SJCEHD and a well drilling contractor <br /> will be scheduled We anticipate the proposed drilling and well installation activities will be completed <br /> during the first quarter 2004 <br /> P\Apache Plastics\Quarterly reports\2003\Apache_4Q03 DOC 5TRA TU5 <br />