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Table 2:Summary of Groundwater Analytical Data <br /> City of Escalon W WTP <br /> 25100 River Road <br /> Escalon,California <br /> 11 bt txr Data <br /> Sample Dale UOD-5 NO, NO,-N TDS FDS VDS To Fecal 8a Ca Mg Na K Cf SO, Tnml Tmal VnlatOe <br /> I.D. G lt. C"Or".. AlkaDrlily Harems3 Organic <br /> m yawl, mull. PI9/IWm PN/IINIm m mrJL m " <br /> MW-8 INA7/12 <I5 20 6W 410 2W <1 <I 11.18 m56 m32 02 JJ 811 A 1.10 270 uumxa..0 <br /> aml. 12rt15/12 <LS <br /> 865 470 3111 IW 2965 <I W 79 xu <br /> 02M3113 4-1 9.1 490 310 IN <I <1 82 76 No <br /> 19/17111 <I S 12 540 360ILII 1 <I 8tl ]tl uvevwrwn <br /> OW-7W <IS 11 610 420 190 148 <I 0.15 Sl 29 81 32 tll ld 2" 250 nu <br /> L/I llll <L5 22 4]0 2]0 20 <i <I 85 so asx cxnryri.,. <br /> xW13114 JJ 19 610 JW 310 <1 <1 83 R ur o'. <br /> 06R1114 1.5 21 550 380 170 11 <1 tl2 55 nu <br /> u9ll lll4 18 2J 550 420 130 9.7 <1 0.16 a25 tlI 3.4 4J 36 210 220 a.ls au....m..• <br /> 09116/14 <1 <1 <br /> 1125/14 2.6 15 00 4% 190 <1 <I 82 ]6 as vxxau <br /> 11124/15 2.J S.0 490 380 110 <1 <I 110 80 N9 <br /> IIfiR3/IS Imulliciem Wn1er to Purge aM Sam le ry 1 <br /> IN/V/I5 <IS 87 540 350 1911 <I <I 0.21 43 22 ]6 2.8 ]3 2Y ZW 2W <br /> MW-9 113/13X12 10.8 504 444 140 <LI <LI 41 51 2a rxmaz.Inanxn, n <br /> _ Hl'll,ES L'Ntl.Et'I <br /> (INIEAI? 24.6 SU4 OW <br /> IN 3.6 <1.1 3tl 4tl a'x <br /> nY/21MI2 49 -U-ss 155 1201) m -01 0.1111 42 39 18 6.Y 2] 58 3fi5 VO ea Nntlt <br /> u 1111X13 2 IJ1 Sn] 41)] IW resem allunl dlol 1W 09 20 J.] J9 58 2W 4ll Nn <br /> (9AW3 Q IJS 556 4W 156 rcenl 35 27 xu <br /> 1µd16103 11_1 SMI 376 164 mmnl 27 20 Nn <br /> 6)1301111 SJ 12.0 590 4911 IN nns o afirenl 8615 89 41 22 JJ 35 74 273 391 xu <br /> 12/11X13 Q 12.0 580 .330 250 resem d,xa 24 11 NI1 <br /> 1nn4XM Q I2.4 1W 80 110 m.ex, w 25 xll <br /> I8i23XM 1 12.9 540 250 IN mins zs 29 xn <br /> ON.11M9 Q 185 6]0 180 690 <1.l 21 12 no <br /> 12II2X9 Q 221 588 370 250 In <LI 021 92 41 26 J.8 I6 W 265 399 no <br /> 0221.05 <5 14 610 dJ0 StlU <1.1 <1.1 020 89 3] 23 JJ 21 ],l 2]0 350 No <br /> IMX18X15 6 20 517 3W 190 <1.1 <1.1 025 110 42 26 4.] 20 IIU 320 J2J1 mi <br /> OWIA15 <5 J8 516 280 2W <I0 <H 22 20 xn <br /> 11/15X1.5 6 JI 645 320 410 1.0 21 19 xu <br /> 03AWNS <3 13 SW 3W 110 <L0 <IM 13 29 xx <br /> 11524X8 13 12 470 340 120 195.0 18JS 22 25 nn <br /> O8VO9AM 1 Is sz9 na 140 3.1 1.0 22 23 No <br /> 11/15X8 c3 1] 4]U 3]0 IW <I II <IA 01ll 42 21) 4tl Jfi 20 tl2 2W 310 nu <br /> (MK)2 c3 IS 430 361) 70 6.3 <1.0 22 ZJ xu <br /> 115/I5rt12 1 IS 4911 41m YJ tlfi6A 125.4 26 20 xn <br /> OKAPAPJ <1 20 4W 360 97 9.7 <1 0.21 85 38 2J 1.9 20 tl6 3111 3" NO <br /> I1RIV02 1 23 480 350 140 1 21 21 No <br /> 12X15/117 vfi � <br /> a3X11NN t 20 550 420 120 2E 33 Nn <br /> 18k9X10 3 25 S8U 4WO 1411 21 1L aw ta...4n.o<uuil. <br /> 08/1%Xm <3 2fi 6W 440 IW 21 17 nl <br /> 11/12X18 d 26 5W 430 150 lY IS No <br /> 03112X19 To 26 552 344 208 23 16 2 Q No <br /> u6116XN ao U 6111 JZtl 2tl0 20 14 NI' <br /> WXIDXN <III 25 5211 4611 120 0.20 W 42 20 35 18 IN 398 xo <br /> IP15AN <1 8.] 619 455 164 33 41 <br /> 02XN1/ill <I 251 61W 439 170 25 47 No <br /> WIND 0.7 21.4 M19 429 178 21 59 No <br /> I1]2N11) 0.5 2Y.6 ]8E 4" 283 <I <2 U.21 89 39 21 4.0 I] 29.9 3Y] 3tl2.8 No <br /> 11/IWIII Ib IY.1 598 J60 IJB <4 Q W 19 Np <br /> OVIIVII <1 155 611 429 153 <4 <1 22 21 xn <br /> 05X13/11 <1 222 714 2116 428 427 1 6J Nn <br /> OI01p111 2.9 E5.1 52tl 294 230 <4 Q dull W 39 23 1 3.9 29 63.0 3lfi A15 No <br /> al/11V11 <2 223 562 IW 462 Q Q 26 25 Nn <br /> Ground Zero Analysis,Inc. 9 10/21/2015 <br />