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Table 2:Summary of Groundwater Analytical Data <br /> City of Fsi i lon W WfP <br /> 25100 River Road <br /> Ewa1Un,California <br /> I,abll t Data <br /> Sample Dete 0.00.5 NOr NOS-N TOS FDS VD5 TOmI Fecal Da Ce Mg Na K CI' SOe nnvl�lty Hardness OgeNm <br /> LD. <br /> Cali Omm GdiYnrm <br /> mp/L mpJL m mf/L m PNI= PN/IOOm mg/6 m mpJL m m mR/1• <br /> MW-11 II/10/10 5.1 8.6 7" VIN 252 <4 '_ 79 64 Nu <br /> ant. 112/11N11 tl.l 8.2 664 525 139 <J <I 66 62 x° <br /> ILSnII/11 5.4 634 531 87 -14.1 -<4 12 73 20 x11 <br /> I11V112/11 2 <11511 14 4HO toy 49 73 1954 5 ,1.6 549 462 nn <br /> IININII <2 111.11 656 390 266 Q Q 67 60 no <br /> 111/1]/1? 7.9 91 6511 460 190 <I <I 67 85 x11 <br /> IW/11N12 45 6 2 fi211 JNI 270 <L1 <1.1 6] tlU x0. <br /> 119/1]112 19 124 FIU 440 210 <1 <1 019 M 37 0 53 tlU 39 320 360 xo <br /> 12015/12 6.69.8 610 430 200 <1 <1 ID 75 -No <br /> 112/12/1) 7.9 53 Mo 510 170 <1 <1 70 72 NI) <br /> 1µM3 <1.5 15.0 430 290 W <1 <I 22 42 ucl9.mam <br /> 11XCfi111 85 4.9 700 420 2111 <1 <I 036 93 40 6tl M 79 17 470 400 nn <br /> I?/111113 56 NUI 5211 1711 <I <I 92 71 Na <br /> -13/12/14 1.7 4.9 660 4211 240 <1 4 N{ til x0 <br /> IM23/14 4.9 6.2 i1U1 500 200 <I <1 75 6fi nu <br /> 09/11/14 2.1 4.1 670 520 140 3 <I 0.61 8] 3Y 70 19 6fi 13 400 380 nu <br /> --g/-614 <br /> ur_a14 2.7 0..1 ]z0 alro azo a a tlt 74 x11 <br /> n3mn5 <br /> -Z-- 4.6 670 JZU zs0 d d 76 n <br /> 1023/15 2.1 31 "a 4M 201 I <1 P 70 no <br /> 1y4/16115 ,l -2-W- <1 <1 0. -4T- 70 78 <br /> R-1 IX)flISdX1 d1.5 72 68 4.0 LLUItl 9 4 J 0.6 J 2 6J 39 nn <br /> 4 <br /> INJUX1 <6 2 M 40 10 <br /> WPM) <11.5 256 140 116 16 <br /> OS1311AI Q 4155 72 W 12 14 <br /> Ohns" Q <05 M 28 M 0.016 9 3 4 1.0 9 1 79 35 <br /> 1 WOM! Q 4005 M 8 76 <br /> 03/13An Q OS 100 96 4 9 <br /> 1M112n12 Q 0.7 NI 44 16 30 <br /> (NOM Q <1 IN <10 IN 0.020 7 J 2 4.0 4 2 37 M <br /> 111/1300 Q dl$ I]2 J6 % 4).111 12 6 6 lA 16 7 50 55 <br /> 111240)3 07 52 16 J6 0.026 11 6 5 OS 75 6 43 52 <br /> 0.113MI C 41.5 72 52 20 3 9 <br /> IMll Rnll <2 41.5 88 60 28 5 <br /> 1M11311n0 Q 8 1.8 UO 80 SU UA1 9 J AS 5 4 74 38 <br /> 12/11013 Q 41.5 100 to 911 tl 7 <br /> (MUM Q 0.7 50 to 0.0 ] 7 <br /> 06/13nµ Q 4)5 470 120 050 4 <br /> 08I311flH Q 415 120 50 711 4 5 <br /> 12nMA Q 415 9U 40 50 o.112 14 5 11 1.1 9 d 74 Sb <br /> O222n15 6 <L1 150 160 220 11.111 13 8.4 3 6.2 tl.l M 66 <br /> IMttlNn15 6 0.1 82 1111 50 U.U2 10 3b 4 2 1.] 2.0 2tl 60 <br /> OW-IM <5 m.0 57 130 In 4.0. <br /> II/151115 6 0.2 43 70 130 4 2'4 <br /> 011(1M0 <3 41.5 51 28 23 1.1 <br /> 11.52400 <3 41.5 49 27 22 1.1 <br /> OxA9nM <1 m.1 42 18 24 1.4 <br /> 11/1500 13 415 51 38 13 <0.02 8.1 2.7 3.6 11 23 3.1 J4 32 <br /> ll?2Mn 11 41.5 56 27 29 3.2 <br /> 0/151117 13 415 42 41 -7Z---111 2.7 1 <br /> O8n17fln <3 415 39 30 <111 <(MO tl 3 3.0 3.8 1.2 IS 2 3 34 16 <br /> 11290)] <3 415 53 M IJ 2.1 <br /> -- <br /> -T-,-,,q816 JI <br /> 0300010 O 415 tll 60 21 9I 13.4 4.8 <br /> M0µ81813 <t)5 44 32 12 613.1 21.6 1.4 <br /> IIMII M-18 <J --Z 5 SU 31 19 9104 83 3.8 3.0 <br /> Illl]01x 4.6 41.5 49 30 19 686.7 24.6 4120 tl2U0 30 I 3600 1000 U 3.0 35 JJ <br /> 1D11]nN <Ii) 0.2 132 76 56 110 tl J.0 IIO 8 <br /> Ground Zero Analysis,Inc. 12 10/21/2015 <br />