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Figure 3-5 <br /> rr ,: <br /> I <br /> 8'r'TCE ND<0.5 j Austin Road Landfill <br /> ARL-18 PCEND<es Groundwater Duality Data <br /> t , CYA•2 - 150'TCE ND<.0.5 11., TCE NU<U.5 <br /> PCE ND<0.5 PCE 1,10<0.5 r <br /> 1 14d'TCE 1,10<0.5 <br /> �7 CYA-3 PCE NO<.0.5 <br /> t'. <br /> v <br /> ,.. ARL-3A <br /> 7gg8 90' TCE ND<0.5 <br /> PCE ND<0.5 Legend <br /> 105 TCE ND:0.5 <br /> ARLA A 5 Stale PCE ND<0 Agrl, ®tObp ® Existing Extraction Well <br /> 85' 'fCE NU<0-S web 140'TCE 0.5 <br /> Pct:Nr1<us PCE 1.3 Existing Monitoring WP-II <br /> 145' CF 11. i' <br /> ■ Existing Water Supply Well <br /> ® i ARL-3B r® <br /> CDM Boring/Hydropunch Location <br /> _ 75' TCE ND<0 <br /> AR1.4A .Y Mw Mw 14 PCE ND<.5.5 ®' Proposed Monitoring Well Location <br /> TCE ND<0.5 TCE t 6 140'TCE 0.7 »irrA <br /> PCE ND<0.5 PCE 14 TCE 30 PCE 2.5 A Ar Cross Section Location <br /> PCE 40 ARL•1C 180'TCE 0.9 <br /> ta5 TCE 0.7 - MW-12 PCE 2.5 <br /> Nondetected at or Above <br /> PCE 2.0 TCE ND<t ' ND Laboratory Reporting Linut <br /> Mw-II t70'TCE ND<0.5 PCE ND<1 <br /> MIN-10 PCE 0.9 NS Not Sampled <br /> C TCE 19 <br /> Mw-t PCE 20 E 69 "" Groundwater Flow Direction <br /> TCE 3.7 MW-9 �� (1198,CH2MHILL I <br /> PCE G.7 MW-B <br /> NS NS <br /> E11l4 Ew-1 <br /> Notes........................... <br /> ......_-"'_ <br /> 1.Groundwater Concentrations Measured in <br /> Micrograms Per Liter lug/l) <br /> Groundwater Ouality Results are from <br /> TCE NO<t MW8 v Sampling Events Conducted 11197 Through 6.98 <br /> MW-7 PCE NO<t - <br /> TCE NO<t <br /> TCE N1 -'PC£NU<t <br /> PCE NU<t - <br /> . i <br /> 1 Mw-5 <br /> MIN-3 TCE ND<1 <br /> 1 PCE ND<t north <br /> „4t��� �T•, PCE NU f I <br /> Ir�7, y � � 0 500 1000 <br /> MW-2M2 r ;'!. 'yA Feet <br /> TCE ND<1 i I tT.`g(` e �, <br /> PCE ND<11 `j CS 010773 <br /> Ciry of Srnckron 19085s.Wo6 <br /> CDM Uinip Presser S:McKee <br />