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t <br /> G14�0�(j'�CkJIfC'.P�11� <br /> Revised Site Conceptual Model Report Page 6 ] <br /> Project No.507.2' <br /> April 3,2008L <br /> C, <br /> Bonn s SB-6 MW-7 MW-10 and MW-109: <br /> • The geology of the site was field logged as predominately clays and sandy clays with <br /> lesser amounts of silts and sands. The clays range from brown to blue-green, and <br /> contained varying amounts of carbonate nodules black <br /> staining organic materials and iron oxide <br /> • The clayey soils in the upper 20 ft of MW-109 contained prominent field evidence of k <br /> 11 contamination- odor and staining. The 80-foot <br /> hydrocarbon odor, and the OVMdetected 19 arts sample in MW-109 had a faint <br /> • p per million organic vapors. } <br /> The deeper soil encountered in';SB-109 was a blue/grey to blue/green color so it was <br /> difficult to visually determine when drilling had progressed past the contamination. <br /> Bo ig SB-7 <br /> . The subsurface ' . <br /> in the vicinity <br /> cirri <br /> of borehole - <br /> t3' SB 7 is c <br /> sands, silts and clays: characterized by alternating layers of <br /> ❑ A silty sand unit extends from the surface (below 6" concrete) to 4 feet bgs. These <br /> sands are very fine to fine grained and vary in color from black to olive. There was a <br /> strong gasoline odor in these soils. <br /> s ❑ At 4 feet bgs the first clay unit was encountered. This clay was black in color and had <br /> a stronggasoline odor similar g to the silty sands above. The slightly most clays � <br /> transitioned to a brown or grey color with depth and extend to 12.5 feet below grade. <br /> White carbonate veins (effervescence with HCI application)were prominent at 11 feet 4 <br /> below grade with rare iron oxide staining in soil fissures. No soil recoverywas <br /> obtained between 12.5— 16 feet due to clay plugging of the sampler tip. <br /> { ❑ At 16 feet bgs clayey silty sand was encountered. This unit is�. veryfine grained, olive <br /> brown in color <br /> with white carbonate veins and nodules. A strong gasoline Odor was <br /> present in this unit. <br /> ❑ Below the fine grained sand are 16 feet of sand units of varying grain size and degrees <br /> of grading. The sands ranged from very fine to coarse grained in size, are olive, grey f <br /> or black in color, and are moist to saturated. Silts are present in the sands at 27 ---29 <br /> r feet bgs and all of the soils between 17—33 feet bgs have a strong gasoline odor. <br /> L. ❑ The sampler tip became plugged and there was no soil recovery from 33 - 36 feet bgs. <br /> However, the driller stated that the auger advancement was stiff through the interval <br /> indicative of silt/clayey soil. This was confirmed by noting the presence of clay on <br /> the bottom flight/drill bit after the augers were removed from the borehole. k <br /> Boring SB-8 a <br /> The subsurface 'in the vicinity of borehole SB-8 is characterized by alternating layers of <br /> sands, silts and clays very similar to boring SB-7: <br /> ❑ A clay unit extends from the surface (below 6" concrete) to 6 feet bgs. The clay has <br /> L fill elements- red brick fragments and road base cobbles- to a depth of two feet bgs. <br /> From the bottom concrete surface to a depth of 6 feet bgs the clays are dark grey to <br /> black in color but do not have a discernible petroleum odor. <br /> ❑ At 6 feet bgs the clay units transition to a grey-brown color that becomes totally <br /> brown at�7—9 feet bgs. <br /> } <br /> i� � <br />