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Table 2:Summary of Groundwater Analytical Data <br /> City of Escaloa W WTP <br /> 25100 River Road <br /> Escalon,California <br /> La6nmtary On <br /> Sample Dale BOD-5 NO, NO,-N TDS FDS VDS Ta1al Feat Ba Ca MM Nii K Cf SO. Tmal Turd Vnlmile <br /> Cola.. C,daarm Alkelidry Hand. Or,nica <br /> I.D. PN/10010 PN/1086 mg/L me/L mil. m m m me/L a <br /> R-1 06AMW '10 41.10 52 <21) 40 5W 50 m - I1 <br /> into. IMIAN119 <1114),1() SM 72 Q0 80 22 0.02 7a 2A 41 1.5 2.2 2.5 29 <br /> 12/1 SAM) JJ U.6 142 D 1115 >23 16.1 9.7 2.5 <br /> 02ANIIll 3a 03 12 <1 12 2,630 >16W <br /> 11519/10 2.6 <115 61 61 0 IN 50 - 1.9 <br /> 0/26/10 54 41.5 M 39 47 IO,IW 30 41.1 6 24 JA 12 1.6 0.6 85 25.6 <br /> lll(lllll ]S a15 54 11 dJ tl50 17 5.9 4.9 <br /> 2/10/11 28 0,61 64 6J <I 105 24 7.1 5.4 <br /> 11511.1/II LO 0.70 62 33 29 630 65.11 - .32 <br /> 0%112111 2.0 ms - 2320 50 41.1 6 1.9 2.5 4.0 J3 215 <br /> 1011X/11 Q 0.14 4 W 10 2W 23 6.6 <br /> 0111]/12 <I 5 0.12 W 16 Itl 261 7 IS <br /> 191111112 <L5 a.Da 41 33 tl 2,419 Stl 0.9 <br /> 09/17112 <I5 ON 55 32 23 M7 29 0.02 7 26 J.2 1.1 IA <br /> 1.9 J2 2Y <br /> ❑14112 d.4 .11 fig 25 44 1,011 756 2.8 <br /> 11211^_/13 <15 0.16 56 23 33 344a SL2 1.5 <br /> 1911X113 '1.5 0.075 22 <fiJ 22 2419.2 IY89 11.9 <br /> 11X2]/13 <I 5 <0.1 5] 31 2] 1120 ❑5 11.021 7.2 1.5 ].0 1.0 1.6 2 A Itl <br /> 711113 Q 0.93 21 It 10 816.4 33,1 1.6 <br /> 113/13114 <15 11.114] 43 10 13 8_16_4 JA6 12 <br /> 11623/14 <1.5 0.71 110 64 42 - - 6J <br /> 09111/14 1.5 a11U 68 43 25 ­14-1_1A 10.9 0,02 tlJ 3.1 4.0 1.1 1.9 22 39 3J <br /> 1125114 <1.5 0.1155 5fi 11 45 ]21.9 217 lA <br /> 6321115 <I,5 0.15 35 <67 30 2]19.2 17.1 4.0 1.6 <br /> 1424115 21 35 16 19 1553.1 25.6 l,l <br /> UYII]/IS <I S 41.111 5J 29 25 >2419 27.3 0.1119 7.6 2S 2.9 1.1 1.4 2.fi 35 2Y <br /> R-2 1MAMM1 C 0.5 56 40 16 0.019 9 4 4 0.] 5 2 W 39 xa <br /> 011401 <6 3 45 25 20 <br /> WARM Q US 176 W 96 9 <br /> 115/.31811 Q a15 52 4d tl 14 <br /> (162X611 415 btl 52 lfi 0.116 7 3 l 11 9 1 142 l0 <br /> Q <br /> 1121811 Q 41.5 0 tl 8/ <br /> 03/13112 Q a1.5 IDtl 72 36 <br /> 9 <br /> 1462612 Q 0.7 tltl 40 40 W <br /> (19211Al2 Q <I 155 <I0 155 0.11 8 J 4 32 4 3 47 J6 <br /> 111113,13 Na AcIit To Sem Ie Laaliaa <br /> 1111'_4111 Q UJ 100 li 92 U.U2U 11 6 5 09 2 6 55 52 <br /> 113/31113 a15 tltl 7A 64 J Y <br /> IM/16X13 a15 M 52 M 5 <br /> IN/30/10 Q d19 W W 40 0.01 9 4 OS 9 4 71 IN <br /> 1•-111113 <2 41.5 110 20 W 7 9 <br /> 1132419 Q a15 IW 50 50 7 5 <br /> 142319 Q 415 M 20 50 0 <br /> 11X[3(119 Q RIS 911 3p W 1 5 <br /> 122X9 Q <0S 190 80 1111 0.01 10 0 8 II9 ] 4 64 41 <br /> 1122'_X15 <5 -d 1 130 IN 240 0.031 12 tlJ 2.9 62 fi.] Itl 74 <br /> IM/1X/05 <s 41.11 ]tl 80 70 0.1121 9 3.6 4 1.4 16 1.7 30 58 <br /> 6812385 <5 41.11 49 JU 1181 2.8 <br /> 11115105 5 0.2 42 49 W 4 z.l <br /> 0110MM a ms 45 32 a 1.1 <br /> as141M a ms 57 13 M 1.1 <br /> OtlAMI1M11 d1.5 47 2fi 21 12 22 1.3 <br /> II/15AM t 41.5 56 23 3l Oa2 8A 2.11 3.7 .1.2 36 3d <br /> (122111)7 <3 al5 46 2J 22 2.7 <br /> 11511511) 1 a15 4 39 <R) 2.7 1 <br /> 08107107 <3 T-S Jl 14 17 x1.111 KI 29 3.6 11 1.6 2A 37 35 <br /> IIMAP <l x1.5 52 29 23 22 <br /> 12N5A17 $16 41 <br /> Ground Zero Analysis,Inc. 13 10/21/2015 <br />