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During the construction phase, a rock crusher was used on-site to process clean soil only. Most of <br />the crushed rock was used for the Courthouse Square project. However, near the end of mass <br />excavation some crushed rock was transported off-site to other projects. A majority of the fine <br />material generated by the crusher was transported off-site. <br />4.3 Dewatering <br />During the construction phase, the static water level in the excavations was observed to range <br />between approximately 12 and 16 feet below street grade. Several excavations, mostly located in <br />the southern portion of the site, required dewatering during construction. The water pumped from <br />excavations was discharged in accordance with the NPDES permit issued during pre-construction. <br />A copy of the permit and a letter from the City of Salem specifying discharge requirements are <br />provided in Appendix B. <br />During construction phase activities completed between April 12, 1999 and June 21, 1999, <br />dewatering was performed using sumps constructed in the vicinity of six Remediated Areas (Areas <br />2, 6, 19, 21, 22, and 23). Specific sump locations (labeled Sumps 1 through 6) are shown on Figure <br />4. The dewatering sumps were constructed by placing a large-diameter perforated pipe, wrapped <br />with a geofilter fabric, in the base of excavations. A pump located inside the perforated pipe was <br />used to transfer the water to a treatment system located on Church Street, adjacent to the southeast <br />portion of the Courthouse Square block. Effluent water generated during dewatering was discharged <br />to the storm drain located in the northwest corner of the Church Street and Court Street intersection. <br />The treatment system initially consisted of an oil water separator and two 17,000-gallon sparge <br />tanks. Based on influent monitoring data, one of the sparge tanks was removed from the site on May <br />20, 1999. Carbon filtration was available onsite to treat non-volatile contaminants in the influent, <br />however, system monitoring data indicated that this treatment was not necessary. <br />In a letter to the DEQ dated May 28, 1999, Century West requested direct discharge of water <br />generated from dewatering operations into the starm drain based on water monitoring data. During <br />a telephone conversation on June 1, 1999, the DEQ approved Century West's request. After DEQ <br />approval, subsurface contamination was discovered in Area 22 requiring reactivation of the treatment <br />system. By June 21, 1999, no further dewatering was necessary in any of the Remediated Areas and <br />the treatment system was deactivated allowing direct discharge for dewatering operations. <br />4.4 Soil Sampling <br />During the construction phase, Century West collected soil samples for laboratory analysis to: 1) <br />evaluate contaminated soil disposal options; 2) confirm that a sufficient quantity of contaminated <br />soil was removed from excavated areas (confirmation sampling); and 3) evaluate the extent and risk <br />Construction Phase - Remediai Actions - 7- 4080600127 <br />Courthouse Square November 9, 1999 <br />