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Stantec <br /> Report of Findings for the Waterfront Towers Separate Phase Hydrocarbon Investigation <br /> and Unocal Extraction Well Pilot Study <br /> Waterfront Towers Parking Lot <br /> March 4, 2011 <br /> In 2001, additional assessment activities were conducted by T&R in the vicinity of the Site within <br /> Parcel 3. Results are included in T&R's report entitled Subsurface Investigation for Area 3, <br /> dated August 17, 2001. <br /> In September 2001, 11 Cone Penetrometer Test (CPT) borings (DP-1 through DP-11) were <br /> advanced to investigate the following: (1) subsurface lithology; (2) the presence SPH; (3) the <br /> lateral extent of petroleum hydrocarbon-impacted groundwater east, south, and west of the Site; <br /> and (4) to investigate potential offsite sources upgradient (north-northwest) of the Site. Surficial <br /> soil samples were also collected from depths up to five feet below ground surface (bgs) to <br /> evaluate whether the presence of residual concentrations of metals present a threat to <br /> groundwater quality. Results are presented in the Clayton Group Associates (Clayton) Further <br /> Characterization at the West Weber Avenue and North Lincoln Street Site, Parcel 2A, dated <br /> December 18, 2001. <br /> In May 2002, Clayton initiated quarterly monitoring activities, installed eight additional CPT soil <br /> borings (DP-12 through DP-19), and collected grab samples to delineate soil and groundwater <br /> impacts previously identified in the vicinity of borings DP-1 through DP-6. In addition, Clayton <br /> performed a soil gas survey in July 2002 involving the installation of 111 Gore-Sorber® modules <br /> to investigate the areas of greater petroleum hydrocarbon impact. Results are summarized in <br /> Clayton's Site Delineation Report, dated August 6, 2002. <br /> In December 2002, a five-day dual phase extraction (DPE) feasibility test was performed by <br /> SECOR, following the installation of seven DPE wells (DPE-1 though DPE-7). SPH was <br /> reportedly present in wells DPE-1, DPE-3, DPE-4, DPE-6, and DPE-7 prior to testing. DPE <br /> tests were performed utilizing well 2AMW-14 for approximately 45 hours; simultaneously on <br /> wells DPE-4 and DPE-6 for approximately 28 hours; and simultaneously on wells DPE-1, DPE- <br /> 3, and DPE-7 for approximately 26 hours. Results of DPE feasibility testing indicated the <br /> following: (1) a calculated radius of influence of 31 feet west of well 2AMW-14, and lower <br /> estimated radii of influence to the south and east due to the presence of low permeability clays <br /> and lower induced vacuum readings in wells DPE-3, DPE-4, and DPE-7; and (2) the removal of <br /> an estimated 196.38 pounds (Ibs) of total petroleum hydrocarbons in gasoline range organics <br /> (TPHg) from soil and groundwater, 97.02 lbs of total petroleum hydrocarbons in diesel range <br /> organics (TPHd) from groundwater, and 9.57 lbs of total petroleum hydrocarbons in motor oil <br /> range organics (TPHo) from groundwater. Results are summarized in SECOR's Well <br /> Installation and DPE Feasibility Report, dated January 24, 2003. <br /> An additional DPE test was performed at the Site between March 3 through 7, 2003, using a <br /> 25-horsepower (hp) liquid ring vacuum pump connected to a thermal oxidizer unit for abatement <br /> of the extracted soil vapor prior to discharge into the atmosphere. DPE tests were performed <br /> separately on wells DPE-4 and 2AMW-14 simultaneously for approximately 21.5 hours and <br /> (e wells DPE-4, DPE-6, and 2AMW-14 simultaneously for approximately 72.5 hours. The DPE unit <br /> ran for approximately 97 hours during the test. Groundwater and soil vapor were removed <br /> 2.4 <br />