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Table 2 Groundwater Elevations and Sample Analytical Results --Previous <br /> GROUNDWATER ELEVATIONS AND SAMPLE ANALYTICAL RESULTS <br /> Former Conrady Service Station <br /> IW2 North Yosemite Street <br /> Well Al Stnckroq,California <br /> Screen Collectim TOC DTW GIVE B T E X <br /> Interval Date (feet) (feet) (feel) ( U L) L) TFHg MTBE DO <br /> ) Ou WL) (rs 1 <br /> MW l 11/1/93 9678 2957 6721 40 06 17 38 1300 <br /> . TOS=25 3/1194 9678 2867 6811 — — — <br /> TD--45 3/30/94 9678 2831 6847 ND ND NO NO ND — <br /> 9/15/94 9678 2903 6775 - <br /> 9/27/94 9678 2924 6754 89 ND<05 ND<0.5 ND<15 87 — — <br /> 12/28/94(a) 9679 2913 6765 is 086 091 ND<10 290 r <br /> 3/8/95 9678 2671 7007 37 13 09 31 ISO — <br /> 6/30/95 9678 2308 7370 10 ND<05 ND<0-5 ND<20 200 — <br /> 9/27/95 9678 2390 7288 ND<05 ND<0-5 NDcO 5 ND<05 110 — <br /> 11/7/95 %78 2425 7253 _ — — <br /> 11/30/95 9678 2341 7337 30 70 40 <br /> — — - 24 <br /> so 2W <br /> 2/27/% 9678 2079 7599 20 ND<O5 ND<OS ND<20 100 Nukw - <br /> 5/30/96 9678 1942 7736 10 ND<05 ND<05 ND<20 100 NCW-W — <br /> 8/20/% 9678 2022 7656 10 ND<O5 ND<05 ND<20 60 14 <br /> 11/14/96 9678 2021 7657 09 ND<O5 ND<OS ND<20 ND<50 ND<SA <br /> 3/21/97 %78 1531 8147 ND<0-5 ND<05 ND<05 ND<20 60 ND<50 20 <br /> 6/16/97(c) %78 16.35 8043 ND45 ND<05 NDcOS ND<20 ND<50 ND<5.0 14 <br /> 9/19/97 %78 1776 7902 ND<0S ND<05 ND<OS ND<ZG ND<W ND<5.0 0.2 <br /> • <br /> MW-2 11/1/93 9695 2940 6755 560 1 700 16(10 6,300 31,000 <br /> T06=27' 3/1/94 9695 2860 6835 - _ — <br /> TJ-)=47 3/30/94 9695 2829 6866 280 1600 1900 8100 31000 — — <br /> 9/15/94 9704 2875 6829 <br /> 9/27/94 9704 2885 6B 19 340 2,400 2300 11000 37,000 � — <br /> 12/28/94(a) 9704 2906 6798 150 780 1500 6700 26,000 — <br /> 3/8/95 9704 2704 7000 7110 4,500 2,400 11,000 3BA00 T <br /> 6/30/95 9704 2331 7373 310 2 700 2,700 13 000 47 000 — <br /> 9/27/95 9704 2410 7294 470 3700 3,400 16,000 49,000 ND<3,000 W <br /> 11/7/95 9704 2451 7253 — — <br /> 11/30/95 9704 2387 7327 140 1800 2,200 12,000 52000 — 19 <br /> 2/27/96 9704 2108 7596 67 420 1,800 8100 33,ODO ND<5W ` <br /> 5/30/% 9704 1970 7734 240 700 2 400 11000 36 000 ND<3,000 — <br /> 8/20/96 9704 2046 7658 180 300 2 000 11 000 30000 ND<300 11/14/96 9704 2056 7648 180 280 2 400 13 000 30 000 ND<100 T <br /> 3/21/97(b) 9704 1558 8146 130 130 1400 6200 23000 ND<50 13 <br /> 6/16/97(b c) 9704 1662 8042 220 270 2,700 14 000 66 000 ND<500 03 <br /> 9/19/97 9704 1800 7904 120 90 1300 5,500 27,000 8 01 <br /> MW-3 11/1/93 9715 2816 6894 19 ND NO ND ND <br /> TDS=26 3/1/% 9715 2713 7002 --- — <br /> TI3=46 3/30/94 9715 26% 7019 ND ND ND NO ND <br /> 9/15/94 %93 2767 6926 - <br /> 9/27/94 9693 2786 6907 98 N0<25 ND<25 ND<75 ND<120 <br /> 12/28/90(a) 9693 2781 6912 ND<05 ND<05 N13<05 ND<10 100 — <br /> 3/8/95 9693 2534 7159 05 ND<05 ND<O5 ND<10 75 <br /> 6/30/95 %93 2229 7464 ND<05 ND<05 ND<05 ND<20 ND<50 ` <br /> 9/27/95 %93 2305 7388 ND<O5 ND<O5 ND<05 ND<05 ND<W — — <br /> 11/7/95 9693 2344 7349 — 03 <br /> 11/30/95 %93 2248 7395 06 ND<O5 ND<05 ND<20 NDc9D <br /> 2/27/96 9693 2000 7693 ND<05 ND<O5 ND<05 ND<20 50 ND<50 <br /> 5/30/96 9693 1879 7814 ND<O5 ND<05 ND<05 ND<20 ND<50 ND<50 <br /> 8/20/% 9693 1964 7729 ND<05 ND<05 ND<05 ND<20 ND<W 14 — <br />. 11/14/96 9693 1978 7715 ND<05 ND<05 ND<05 ND<20 ND<50 ND<50 <br /> 3/21/97 9693 1489 8204 ND<O5 32 ND<05 ND<20 ND<90 10 19 <br /> 6/16/97 %93 1605 8088 ND<O5 ND<O5 ND<05 ND<Z0 ND<50 5 11 <br /> 9/19/97 %93 1744 7949 05 ND<05 ND<05 ND<2.0 ND<50 7 0.2 <br />