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Table 2:Summary of Groundwater Analytical Data <br /> City of Escalon WWTP <br /> 25100 River Road <br /> Escalon,California <br /> [ANnaln Data <br /> Semple Dale DOD"5 NO, NO,-N TDN FDS vn5 Tm01 Feral as Ca 616 Ne K Cf SOJ T." Treat vnmtile <br /> I.D. CnlifN. CnlDnarea Alkalinity natJea9 O'aNa <br /> al m m PM PN/IW. m mfJL me/L m rni m xX/L <br /> MW-9 111/A/12 <It m21 530 .350 IN 1 <I 22 30 No <br /> .,at. 00112 'L5 23 550 360 IN 373 <LI 26 23 X11 <br /> 19 Rp..aOr,u O.IJ <br /> 19/11/12 'le D 5511 ]60 190 61 <I 0.20 tlfi 31 28 ].2 23 58.0 230 310 Lmmua e1, <br /> mmem.Nx.m.a"". <br /> 12/051.2 MAStn and <br /> 022J12n] <I5 19 No 320 210 <I <I 24 40 Nil <br /> 01/1113 <15 19 530 320 210 <I <I W 41 all. <br /> 0X26/13 <I5 21 520 JW 220 <I <I 0.19 ri 31 21 J JY SJ 220 301 nn <br /> L/10113 Q ltl 470 330 IQ <I <I 31 52 no <br /> (1112/14 <L5 1'/ 5311 2% M <1 <1 D Sd R.a r>uww... <br /> 1M23/14 <L5 17 4% 740 150 <I <1 24 J6 ell LYuwW.ra <br /> m/I 1114 <I5 18 640 401 IN 134 <1.0 0.19 11 M D 3 39 38 210 .330 <br /> IN/1,014 <1 <1 <br /> I W4/14 -<1-5 16 No 410 250 <1 <I 25 49 xmwwmm <br /> 0324/15 <19 14 510 3311 IW <I <I 28 58 NI' <br /> 11621/15 -<]-S IS JYO 290 201 <I <I 25 5a 9.H <br /> IN116/1 < . t5 80 260 JO <I 70 23 3.1 J6 <br /> MW-10 11113¢12 <2 1.6 564 392 172 <1I <I.1 4tl 44 zacxnrtYlel1111".I.W,Is rxa,, <br /> Mxrltt <br /> (W12,102 Q 22.8 JW 338 W <Ll M 55 sR cxxrtv.mcxLv <br /> 1x120012 Q W 530 305 225 ubwnl 0.110 11 M 3.3 7.7 28 45 9J 241 1911.111 <br /> 0143,03 2 141 567 314 193 aM..cm 41.111 Ytl 31 32 3.9 dl 67 26.1 39'2 .1 axm <br /> 0351,03 Q 10.6 556 40S 101 reset 39 Itl L.J 1X11, <br /> IINI6AD Q 10.6 544 456 88 ahxm 37 25 r.v In. <br /> W/3M13 Q 4tl 10.8 5'/0 JW IN absent 0.15 W 39 32 5.0 35 56 319 'IN atr 1x11, <br /> 12/11AD Q 133 101 430 220 resent a6Rent 35 2tl wexa., <br /> 0324X4 Q 12.11 550 JW 221 abscnl 35 16 a nn <br /> -1M23XM Q 12.9 570 25U 320 xbvm 35 21 Nu <br /> owning Q 14.4 890 440 450 1.1 28 16 N. <br /> 122214 Q 14.7 SW 370 210 'Ll 013 IN l9 M 3.1 18 W 315 d26 x11 <br /> olln,I5 9 111 650 3U 201 <1.1 <LI 0.19 % J3 ]2 42 17 51 370 340 nu <br /> NA)N05 6 13 634 220 270 <1.1 <LI 0.28 130 Q M NO I8 W 292 158 Nn <br /> 0013X15 s lY 565 450 230 4 6 <<1.0 JI HI N1 <br /> 11115A)5 s 20 5/tl ]fill 390 <1.0 <IO 29 22 Nn <br /> 3/M2(XM <3 11 510 450 130 1.0 <1.1 33 21 NN <br /> 1)524AM s 14 SW 440 150 'In <ID 35 Itl NI' <br /> ux1lYAlfi s 12 610 440 IN <ID <I.0 33 19 Nn <br /> 11I13A15 <3 i6 Stl0 450 130 <I II <L0 0.22 IN M 30 3.6 18 79 320 410 wcx v <br /> 1122011] <3 1. IN 450 150 30 <L(1 J3 IJ NU <br /> USMAYI <3 13 SW 540 40 42.8 <1 35 15 No <br /> 0X1)7117 Q 14 55U 460 W 2.0 <I 0.23 IW J9 33 4.5 11 65 380 450 Nil <br /> 11280)7 <3 I6 501 450 110 33 21 453 aNLD <br /> 12Aa,01 171 a <br /> 0311,0X Q is No No IN 6.2 <I M v no <br /> (WMA)8 <3 IW 2.0 <I 32 Itl Nx <br /> Nil <br /> 118/IMIX <3 220 <1 <I lJ 24 <br /> II/OXIM s IN 41.1 <1 29 25Nil <br /> 03117AN <10 212 Q Q 41 19 Q Q N0 <br /> Ofil Y <11) 320 <2 Q 29 20 No <br /> (WA1.3AN <10 W Q C_ 0.26 1211 46 30 41 22 W 489 NN <br /> IV15AW <1 IR <LI 71.1 4fi M antlrxa <br /> El02,09/10 <I 172 391 Q 36 31 NX <br /> 05X4/111 3 145 <4 Q 30 27 Nn <br /> UMN10 0.5 115 <4 Q 9-12 IN 40 32 6.2 22 2fiJ 339 4291 Nn <br /> 11 en) 1.7 1% <4 Q 42 26 no <br /> 02/111/11 <1.921.72 1$tl N <I M 24 NN <br /> Ground Zero Analysis,Inc. 10 10/21/2015 <br />