F-1
APPENDIX F: PH SAMPLING DATA
Table F-1. Upper Wabash River pH Sampling Summary Statistics.
Station ID Location Start End Count Minimum
(mg/L)
Median
(mg/L)
Average
(mg/L)
Maximum
(mg/L)
CV
WUW140-0005 600 Yds U/S of Rangeline Rd 1991 1991 1 7.42 7.42 7.42 7.42 0
WUW140-0001 Sr 105 Bridge, N of Andrews 1991 2004 314 7.01 7.95 7.97 8.90 0.04
WUW090-0001 S Side of Huntington At Old Sr 9
Bridge (Etna Rd)
1991 2004 330 6.53 7.95 7.94 9.00 0.05
WUW090-0002 Huntington Water And Light Plant, 2
Miles S of Huntington
1998 1998 15 7.34 7.82 7.84 8.35 0.04
WUW090-0012 Cr 200 W 2004 2004 2 7.68 7.94 7.94 8.20 0.05
WUW090-0007 Evergreen Road 2003 2003 1 7.67 7.67 7.67 7.67 0
WUW090-0004 D/S Huntington Reservoir Dam 1991 2004 2 7.44 7.67 7.67 7.90 0.04
WUW150-0007 Sr 524 At Lagro, D/S of Salamonie
Confluence
2003 2003 5 7.79 8.15 8.14 8.54 0.03
WUW070-0002 Sr 3 Bridge, Markle 2Nd Bridge
Going Out of Town
1991 2004 305 6.63 8.04 8.01 8.94 0.05
WUW070-0007 Cr 100 W, S of Sr 116 2003 2003 5 7.58 8.40 8.34 8.89 0.06
WUW070-0006 Cr 300 W 1991 1991 1 6.96 6.96 6.96 6.96 0
WUW150-0001 Wabash, U/S Side of Wabash St, Sr
15 Bridge, 7.1 Miles D/S From
Salamonie River
1998 2003 25 7.53 8.01 8.02 8.43 0.03
WUW070-0003 Cr 300N Near Bluffton 1998 1998 5 7.50 8.19 7.99 8.39 0.05
WUW180-0007 600 E Rd. - Cass Stationary Bridge 2003 2003 6 7.41 7.75 7.73 8.03 0.03
WDE010-0003 Sr 25 Bridge (Cicott St), IN
Logansport
2003 2003 5 7.92 8.25 8.16 8.40 0.02
WDE010-0001 Logansport, 150 Feet D/S From
Cicott St Bridge, 1,000 Feet D/S
From Eel
1998 1998 15 7.76 8.10 8.26 9.00 0.05
WUW070-0005 1/4Mi D/S of Sr 1 1991 1991 1 7.34 7.34 7.34 7.34 0
WUW160-0001 Peru, U/S Side of Us 31 Bridge, 0.5
Miles Sw of Peru
1998 2003 20 7.40 8.10 8.01 8.81 0.04
WUW160-0006 Business Us 31 Bridge, S of Peru 1991 2004 320 6.92 8.05 8.07 9.30 0.04
WDE010-0007 Cr 675, W of Georgetown 1991 2004 324 7.05 8.15 8.17 9.30 0.05
WUW070-0004 D/S Sr 316, Bluffton, IN 1993 1993 1 7.50 7.50 7.50 7.50 0
WDE020-0007 Mouth Little Rock Cr 1991 1991 1 8.39 8.39 8.39 8.39 0
WDE030-0008 Cr 275 W 2003 2003 3 8.25 8.51 8.46 8.63 0.02