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a <br /> 11, EARWATER <br /> CL <br /> f <br /> C R O U P, I N C �. <br /> I <br /> 3.2 Results'of Soil'Sample Analysis <br /> Neither TPHd nor BTEX was detected in concentrations exceeding' the method <br /> 'detection limits ' in soil samples collected ,from boringsMW-4 and MW-5 A.' <br /> ' summary of soil sample analytical `results is presented on Table 1 'A copy of the <br /> ` laboratory 1 reports and chain-of-custody forms are attached iii Appendix E } <br /> 1 ' <br /> 3.3 Groundwater Gradient <br /> I On September, 27, '1994, the depth to groundwater,in each of the wells 'ranged from <br /> 27 86 tb 29 24 feet below glade Groundwater flow was determined`to'vary betwee <br /> the northwest at 'an approximate `gradient of 035 ft/ft'and the north-northwest at <br /> an approximate gradient of 0 014`ft/ft Depth to water measurements'and swellhead' <br /> elevation data were used to calculate groundwater elevation contours (Figure 3) <br /> I I I I <br /> ' <br /> ' 3 4 Results of Groundwater Sample Analysis' , ; ' <br /> Separate-phase petroleum was not detected in lany of the monitoring wells TPHg ' <br /> 'was,d`etected in groundwater,samples'collected. from monitoring wells MW-1, and , <br /> MW-2 in concentrations of 87 parts per billion (ppb), and 37,000 ppb, respectively <br /> I� Benzene✓was detected in groundwater samples collected ,from monitoring wells <br /> °� MW-1, MW-2, MW-3, MW-4 and.MW-5 in concentrations of 89 ppb, 340 ppb, 98 ppb,' <br /> y b 5,'prpb and 140 ppb, ,respectively , A summary of groundwater elevations and , <br /> analytical results is presented,ori,Table 12 'Hydrocarbon c6ni entrationsl are,6displayed I , <br /> ra Meal l ,on the„HI drocarbbn Concentration-Ma (Figureg 4 A` co of the' <br />" g p , y , Y p , ) pY 1Ir <br /> laboratory report's and chain-'offorms,are attached'in Appendxx'E <br /> I , , , a , , <br /> ' 'I '� ' 1 'I 1'�I ' l I V i L I I r,F ,I I'` '" , ' <br /> 4.0I s SUMMARY� I �� SIV�,I �� � <br /> r 1 1 r' <br /> The`,results of the, field,,activiiies aatd laboratory ,analyses 'of soil arid' groundwater` <br /> samples collected during this phase of investigation,are discussed below ' <br /> ' '' ,F, Idf ! 1 1 I i If E i , li <br /> ' Two two-inch,diameter monitoring&wells were,m"s'talled on-site August 31,11994 <br /> 1 I <br /> I I I I S 1 1 1 1} I 1'r <br /> li I F <br /> 4 ' , f 1 i <br /> I t 'y,rF pl I I I I ,r 11 � I 1 1 „" <br /> I Sediments encountered Iduring ,drilling' cons;st6d ' primarily of 'Silts with <br /> � � l 'I Y if , I <br /> Il ! 1 <br /> niter <br /> sandy silts and silty sands ' ' <br /> , <br /> '' '66r <br /> I I f ' , ' "detected , <br /> l 1 ' I I <br /> I r • Neithel,r,,TPHg{Inor BTEX Iwas detected ,in concentrations eXceeding 'the 'met:-iod, <br /> ' r detection I=its in.soil`samples-collected' frombbringsYkMW-�andIMW�S <br /> 1�Np <br /> On September,27,'1994,',the'depth to groundwater in'each of the ,wells ranged'from <br /> 2786 to' 29'24 feet'below grade ,Groundwater�flow was, determined I`to, vary <br /> f ' between 'the 'nortliwest''at, an' approximate gradient of 3 51%' and ' th'e nor <br /> ll 1 o <br /> t northwest at an approximate gradient,of 13714F� V1 l I I , <br /> 1 I ` lI { Irl I h1'; , r I '' f l a ' ir ,If <br /> I( r I I i, I I , , , <br /> f I,l i 't a II f I! 1} IL I I 1 1 V, ! r�VV I 1 r <br /> 1 r i1Vl I 1 I'i irle'I l`I I I til `{'I, l i '4 ', Illi f d III Ii ; 1,>III lb nil.k.lil t'�4411'Y�''��"I� f'rr Il !� I I�i i Iy�31 Ilnn <br /> n r D-Ian SWI,nW4 I �t �11 ,VI I} �I f I I tl E��I q^I � I 1, k!� 1, ,, t}r��'i Ik I�� Novern�er��4.1�1 4 1 I I' <br /> ' <br /> II ;I14 ll� ` <br /> i I Ir{I IIr�l4l <br /> ` { f II t I <br /> �' V II CI Il I'rlrf ''I 14lh I lYl � i,,,Ir lfl 1{ Ill,& , 1 <br /> '� I l f�Irl�hll l �1 Ilii t r !I <br /> f f 11 <br /> {i <br /> l'l I rl r <br /> li�'l�l 11 ,r , <br /> I ' ��'"I Y 4� I • �(L � I ' I I I 1 1 '{ 4 '' �I ' , ,` 1 r 1 , , I I� i 1 I� I EI I!�1�t III , I I <br /> I�4 f 1 r I S I ' ' 1 r '( ' V k I• '1 l l <br /> { 1 r 1 x'11 91'ilfju,' fl fl Pi 41'll''rr li Yl;'I Ilsll '111QI'4 Il llll I sl I s„1 SI I 1111',ip <br /> n S 11 I11 I la V'' I 1 I I bk�I ll r'!” I l{I 1[1l� 1 d#l! I 411i frlli I'( II II 1 n( Irl 6r s I �T 1 I n� <br />