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monitoring wells. They are 7675 West Eleven St. (the property immediately to the east of the subject site) , 8203 West Eleventh ,F St. and 7890 West Eleventh St. The plans, with the monitoring well locations are in Appendix C. They are 2 inch PVC drilled into the first saturated zone and are less than 40 feet deep. The gradients are reported to be northerly for all three sites which coincides with the calculated gradient for the subject property. ADDITIONAL WELL WORK All the site wells have had new well manhole covers placed on them at grade level subsequent to the March measurements. The existing well casings were cut to below grade and new elevations for top of the casings were established. SUMMARY, CONCLUSIONS AND-RECOMMENDATIONS The calculated groundwater gradient is N260W or 3340 . The water levels in the monitoring wells has risen approximately on foot since the last water levels were taken. This rise is most likely due to the heavy rains experienced in this local for the last three months. The well survey data and reported gradient data indicate that the general gradient in the immediate vicinity of the subject site is northerly and does not impact any domestic wells. The "potable well" water sample had no detectable concentrations of TPHG, BTEX or the Oxygenates. MW-1 had no detectable concentrations of TPHG, BTEX or the Oxygenates. MW--2 had less than 1 ppm TPHG, 26 ppb Benzene and 4.1 ppb MTBE contamination. ' MW-3 had no detectable concentrations of TPHG, 13 ppb Benzene and less than 1 ppb MTBE contamination. MW-BT had no detectable concentrations of - TPHG or Oxygenates, 7.1 ppb Benzene, 1.7 ppb Xylene and less than 1 ppb Ethylbenzene contamination. The concentrations of contaminants are very low. Therefore JPCA recommends that two more quarters of groundwater sampling and gradient determinations. After the four quarters of data have been compiled and analyzed, closure of the site file may be 6