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jkSIEMair p'.- frj <br />These opimons are <br />currently accepted <br />lis, no warranty is <br />-fl <br />A <br />a:SM <br />0 - <br />mk <br />^ i <br />L. <br />i. . ^ <br />L:. ^-w <br />■->.■ <br />a» <br />m <br />•v' <br />i <br />-V <br />Pa ' <br />%■:A <br />■V, <br />ti.i' ••-?l US*'.^-c-atuV^**'1» _ ,...rj,;-A> <br />compounds (VOCs) were klentiTied in monitorinj well MW-4D. The presence of YOO in MW-4 promple <br />8fi«t«iiatinn of three additional wells proposed in the May 24 work plan. <br />3.Q ADDITIONAL PROJECT RESULTRS <br />3tl Cfilli <br />Three additional monitoring wells were installed dmii« June 19M to further define the extent of VOC <br />eoatamination. The locations of the new welb (MW-10, MW-11. and MW-12) are shown in Fif ure 2 aloni <br />with the locations of previoosly instaUed wells. After installation, the new wells were developmt <br />And sampled. <br />3.2 Sail B oHb « and Monitoring Weill <br />Three additional soil borbgs were advanced at the site and were completed as monitoring wells. The <br />boring well locations are shown in Figure 2. The subsurface geology of the site consisQ of <br />heterogeneous mixture of clay, silt, sand, and gravel. The stratigraphy consists of silty clay with <br />intermittent medium to ccnrse grained sand lenses which are generally less than two feet in width. <br />The lenses do not appear to be laterally extensive. Complete lithologic boring logs for the <br />three soil borings are included in Appendix A. Borings MW-10 and MW-11 were each advanced to a depth <br />of 25 feet below the existing grade. Boring MW-12 was advanced to a depth of 55 feet below the <br />existing grade. <br />Each of the three borings were completed as monitoring wells. The wells are constructed of low <br />carbon steel risers with five foot stainless steel screens. Complete well construction details are <br />given in Appendix B. <br />3.3. Contaminant Conditions <br />3.3.1 Soil Contamination <br />Soil contamination was previously identified in the vicinity of MW-4 and MW-4D; therefore, the upper <br />21 feet of soil was not sampled during the installation of MW-1 2. Low contaminant concentrations, as <br />detected by the hNu photoionization meter, were detected in an interval between 23 and 36 feet below <br />the ground surface during the drilling of MW-12. A summary of hNu results for borings MW-10, MW-1 1 . <br />and MW-12 is included in Table 1. lonizable gases were not detected in any of the samples after <br />opening the split-spoon. Headspace checks revealed some volatiles in borings MW-11 and MW-12. <br />However, the concentrations (Table 1) are at the lowest detection limit for the hNu which is <br />approximately one part per million. At these concentrations, interferences with water vapors are <br />common and the concenuations must be viewed in this context. <br />m- <br />A • .* .* _• •• • !. J•4 • V J <br />' -:v; <br />Vf-.ila <br />.''V: <br />h <br />■ ■■M <br />.'5r‘ . , <br />V 4- <br />»■ <br />comment <br />^.6 SollTm <br />We propose te <br />thinspreading <br />buildings or i <br />westerly acra <br />feet. <br />We anticipam <br />insmllation p <br />excavation. S <br />The soil will <br />will be aerate <br />Aeration tilla <br />Soil samples ' <br />we propose s: <br />year the samt <br />to the MPCi^ <br />6.1 Soil Sat <br />Soil sampling <br />barrel samph <br />inches, the i <br />penetration <br />cohesionless <br />6.2 Soil Cli <br />As the sampi <br />in accordanc <br />laboratory fc <br />indicating th <br />pertinent ini