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<br /> <br /> SA~ JUA~ RIVER 8ASI~ <br /> 01372000 IlCELlIO CREEK REAR CllLORADO.uTAH STATE LIRE Cll <br /> ~TER.QUALITV RECURDS <br />PERIOD OF RECORD.--Iov.ber U77 to SI,t_blr 1'81, August. 1187 to cu~nt ll1r, <br /> ~TER.QUALlTY BATA. ~TER YEAR OCTOIER 1110 TO SEPTEHBER utI <br /> 01S. <br /> ~RGE.. SPE. HARD. HAORE. SOOIUH <br /> IRST. CIFIC NESS CALCIUH SlUM. SODIUH. AD. <br /> alII C. CUN. PH TElIPER. TOTAL 01S. 01S. OIS. SORP. <br /> FEET DUCT. (STAND. ATURE (HG/L SOLVED SOLVED SOLVED TlON <br /> BATE TIRE PER ANCE ARD ~TER AS (HO/L (HG/L (HGlL RATIO <br /> SECUNO (US/CIl) UNITS) (OEO C) CACU3) AS CA) AS HG) AS HA) <br />OCT <br />21... ICI$ 55 2330 1.3 13.0 1200 2$0 130 130 2 <br />ROV <br />14... 1130 $I 2570 I.. 1.0 1300 210 ISO ISO 2 <br />JAN <br />18... 10'$ 12 3130 1.1 0.0 1700 3.0 200 220 2 <br />HAR <br />13... 1130 21 3180 1.2 1.0 1700 330 220 220 2 <br />APR <br />30... 1030 I,D 3170 1.2 10.0 1100 300 210 250 3 <br />JUN <br />20... 112$ .0 20.0 18.$ 1000 220 110 130 2 <br />AUG <br />1.... 1lI$ 51 1110 1.$ 20.0 1100 230 120 ." 1 <br />20... lUO 81 1810 1.1 19.0 '.0 210 100 17 1 <br />22... 1230 $0 20$0 1.$ 21.0 '.0 210 100 II 1 <br /> SOLIDS, <br /> POTAS. AUA. CHLD. HUD. SILICA. SUR OF SOLIDS. SOLI OS. <br /> SlUM. LI ~ ITY SULFATE RIDE. RIDE, 01S. CONm. OIS. 01S. <br /> 01S. LAI OIS. 01S. OIS. SOLVED TUEHTS. SOLVED SOLVED <br /> SOLVED (HG/L SOLVED SOLVED SOLVED (HG/L 01S. (TONS (TONS <br /> BATE (HG/L AS (HG/L (NG/L (HG/L AS SOLVEO PER PER <br /> AS k) CACU3) AS SO,) AS CL) AS F) S102) (HG/L) AC.Ff) DAY) <br /> OCT <br /> 21... ..1 2., 1200 23 <0.1 1.3 1100 2.$1 210 <br /> HOV <br /> to... ..1 252 UOO 21 0.1 '.5 20'0 2.10 . 322 <br /> JAH <br /> 18... $.. 315 1100 U 0.1 12 2810 3.82 '1.0 <br /> HAR <br /> U... 5.$ 212 2100 .7 0.8 7.0 30'0 ..20 2., <br /> APR <br /> 3D... '.2 US 1700 U 0.5 3.1 2170 3.13 .U.2 <br /> JUR <br /> 20... 5.8 27$ 1100 3D 0.$ 12 1770 2.U 112 <br /> AUO <br /> 14... ..5 250 1000 22 0.3 13 11.0 2.23 211 <br /> 20... 5.. 2.1 170 U 0.3 12 1510 2.U 3., <br /> 22... 5.5 211 1000 23 0.3 13 1110 2.18 217 <br /> <br /> <br />26 <br />