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Table 2;Summary of Groundwater Analytical Data <br /> City of Escalon WWTP <br /> 25100 River Road <br /> Escalon,California <br /> Call Io Dole <br /> sample Dale tlOD-5 NO, NOI-N TDS FDS VDS Tnbl Fe®1 tla C. M6 Ne K CI" sOs Tnlal Tmnl VnlatOe <br /> I.D. CnlRntm CnlJ mm Alkalinity Hardness OR. <br /> mpJL m mpJL Pwiooa PWIOOm m m me/L m mg/1, m m ug/L <br /> MW-1 11X-6/13 3.5 0.24 go 32U 140 <1 <1 U.U68 J] 19 71 12 73 65 NO 170 rvn <br /> cant. 12/I 1/13 <L5 O.U68 44U 30 93 <1 <1 79 74 Nn <br /> 111/12/14 2.9 d1.10 510 370 140 <1 <1 73 70 No <br /> IM23/14 03 N.10 510 400 110 <1 <I 83 69 Nil <br /> 119/11/14 is d110 520 4W 70 JOS J 0.086 4fi 25 81 1.3 75 57 280 no Nil <br /> 1125/14 <1.5 0.13 510 330 180 <1 <I M ]I x° <br /> 03P3115 2.4 0.035 5511 340 210 <I <1 93 74 Nn <br /> IM24/I5 7.9 a.061 540 380 IN <I <I 94 ]4 No <br /> iN/INIS L9 OA59 510 360 160 -<1 <I 0.12 52 29 86 14 76 46 Lb 250 "^ <br /> MW-2R 0005AX) 11 6.0 284 OR 100 1M Q 0.057 25 10 15 1.5 12 IJ 110 101 Nu <br /> IL14nX1 <fi 42 205 160 45 IS 2 rvn <br /> mmvol Q ao J4o zztl ux Q Is 9 No <br /> 0.5ROA)i G 4J 312 152 60 Q <2 I3 Itl Nil <br /> Q J.6 164 J. to v Q 0.02] 16 6 12 1.4 23 6 79 fi5 No <br /> 11mvio Q 7.6 172 108 64 Q Q IS 16 Nil <br /> MWd 09MAX) 15.2 Ma 3110 208 4 Q 0.171 94 37 M 2.9 6fi 73 2% J67 Nu <br /> CII J1x1 <fi 118 465 250 195 31 27 <br /> LLVNo <br /> n]A11 Q 12.6 512 324 188 Q Q M 34 Nn <br /> uillllnll Q <br /> -113-1 696 316 180 <2 Q SY NO <br /> OXCHNII Q 16.9 532 256 IM <'_ Q -0-I46 d) JJ JI 3.4 Sn 42 18Y J41 nn <br /> I IMI, Q T8 azo 2M20 Q 30 46 N" <br /> 03II3N12 Q 364 1116 <I.1 <LI J <br /> a 486 5211 O 51 Nil <br /> u6112/IL C 4a4 392 <I.I Jnn <br /> S 6] <br /> uv�0m2 Q <br /> -T8U 485 165 32 2 0 abeam -0-120-0 27 27 4A 76 29 179 246 NO <br /> 01113N1 l 8.l 3tl0 262 1111 recant uhscm dull 411 IY 61 1.2 57 JJ 1.18 1711 No <br /> 01/31/13 Q 3.6 3811 284 IN ahwm 72 66 no <br /> 116/1610 3 20 520 360 160 ahunl as 51 Nil <br /> 1191311N11 Q Q <0.5 4311 l7U 60 mem ahem 0.12 41 M 69 J.9 5J IS 1611 184 xo <br /> 1211 All .1 61.5 "a 220 1" ahem' 75 76 No <br /> 1ll2419 J 5.2 51X1 340 160 ahsvnl ID M nu <br /> IM23AW 2 ,12 SIM 210 290 sent ahmai 67 fi4 nu <br /> I)IMAN 4 <br /> 3.0 540 700 24U <LI 65 4B Nn <br /> 1222/(0 ] JJ.9 6611 280 380 I.I <11 U21 63 U 93 LO dtl 52 [%M272 IPJ M)5 6 41 81X1 62A640 <L1 <LIUSfi tli JS 110 J.4 110 1211 xn <br /> (M1)M)5 <5 35 651 400 MU <1.1 <I.I 0.1] 85 d0 86 25 70 6Y NnoEIAI5 <5 JO 520 410 4W <111 <I11 75 95 NII <br /> II/11A c5 13 "a 390 210 1.0 <I 11 76 117 Nil <br /> 9.8 460 3110 80 <10 <10 72 6i{ Nn05CJAM G3 95 520 380 IQ 13].4 <LO 72 64 xu11X/9nM c3 21 460 400 67 135 <L0 74 66 nuII/1SnM <3 11 450 4W 48 74 c111 U.13 48 21 74 19 80 M Nn <br /> 11221Mq <3 M 570 go 120 1.0 4M tltl 85 rvU <br /> 05/15117 <1 17 510 JSU 60 5.2 <1 911 ]] Nn <br /> ONn)71p <3 20 520 JZO 52 ]87 <1 0.15 54 27 In 23 79 39 200 260 NII <br /> IWX117 3 14 500 41111 94 94 116 Nil <br /> IMMV ] <1 <br /> U31AnIX Q 71 510 470 47 411.2 2 115 97 xu <br /> 1.4 Ulnlnn.a.,e. 21 <br /> IM1NnIX <2 4.4 520 460 55 16.0 <1 91 100 <br /> oaoMat <l 25 620 500 120 191A <1 IlU 911 No <br /> II/17dIX <l 53 500 4.b 6fi 1011.1 tl 93 90 Nn <br /> m/I7N19 <111 1.5 4411 2110 1611 Q Q 9J 91 Q Q nu <br /> lMnw,", <I11 Id 600 I 352 IZ4tlI 1Q 93 1 1 82 <br /> No <br /> Ground Zero Analysis,Inc. 2 10/212015 <br />