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1.3 <br />1.3 <br />1.8 <br />2.0 <br />? .q3 <br />2.c"94.//2 ; sec <br />Dry <br />Dry <br />Dry <br />Dry <br />d rut <br />Dry <br />Dry <br />Dry <br />Dry <br />23.1 <br />Lit , I <br />Dry <br />Dry <br />Dry <br />Dry <br />0,0 ye <br />23, <br />Dry <br />Dry <br />Dry <br />Dry <br />D <br />26. 2 <br />47.6 <br />34.8 <br />40.4 <br />47.8 <br />35. 0 <br />maint. Reqd <br />38.5 <br />32.1 <br />32.2 <br />45.7 <br />33. sl <br />system head <br />37.6 <br />21.8 <br />22.5 <br />23.1 <br />Lit , I <br />Tot. Flow 13407 gal <br />34.3 <br />21.8 <br />26.9 <br />33.1 <br />23, <br />Tot. Flow 7.52 gal <br />33.6 <br />23.9 <br />29.0 <br />34.4 <br />26. 2 <br />49.34 <br />71.78 <br />56.9 <br />42.14 <br />6 <br />maint. Reqd <br />19.29 <br />21.93 <br />24.65 <br />19.7 <br />33,43 <br />system head <br />0.32 <br />0.36 <br />0.52 <br />^ 0.5 <br />C .' p <br />Tot. Flow 13407 gal <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />O.& <br />Tot. Flow 7.52 gal <br />27.55 <br />18.60 <br />14.27 <br />19.85 <br />/1, 51 <br />maint. Reqd <br />28.42 <br />18.75 <br />14.45 <br />20.03 <br />/$,b2 <br />system head <br />28.34 <br />18.60 <br />14.62 <br />19.90 <br />f. 66 <br />28.00 <br />18.63 <br />14.35 <br />19.95 <br />f s Gl 1 <br />34.2 <br />13.3 <br />13.5 <br />17.4 <br />13. 6 <br />maint. Reqd <br />32.5 <br />11.4 <br />11.8 <br />17.1 <br />(3, 3 <br />system head <br />32.3 <br />9.7 <br />10.6 <br />17.8 <br />/3 • $ <br />31.6 <br />9.0 <br />9.9 <br />17.3 <br />13. 3 <br />32.7 <br />11.6 <br />13.5 <br />19.2 <br />/it,I <br />maint. Reqd <br />34.9 <br />11.3 <br />13.1 <br />20.3 <br />/1%2 <br />system head <br />35.3 <br />12.2 <br />14.3 <br />21.9 <br />it,. 4, <br />0.49 <br />0.42 <br />0.35 <br />1.31 <br />d, g 3 <br />maint. Reqd <br />0.50 <br />0.47 <br />0.44 <br />0.41 <br />0,00 <br />system head <br />13.1 <br />12.92 <br />12.36 <br />12.70 <br />12. 95 <br />17.8 <br />17.4 <br />16.5 <br />17.00 <br />17, 2 <br />system head <br />13.0 <br />12.8 <br />10.9 <br />11.1 <br />/ 1. <br />14.0 <br />3.0 <br />6.8 <br />6.2 <br />/3. <br />system head <br />48.5 <br />35.5 <br />42.2 <br />46.1 <br />3G - <br />44.3 <br />39.3 <br />42 <br />41.2 <br />ciao_ <br />system head <br />0.54 <br />0.26 <br />0.43 <br />0.40 <br />V, 13 <br />0.43 <br />0.34 <br />0.34 <br />0.39 <br />0, 3 7- <br />13.7 <br />12.5 <br />12.6 <br />13.3 <br />1 - s , ) <br />13.1 <br />12.8 <br />12.8 <br />12.6 <br />12. 3 <br />Date: <br />Phase! High Volume Solution Collection Units <br />Pump #299 / XDCR #xx (ft) <br />Note 80% Pump #300 / XDCR #00 (ft) <br />cap. 063.75 Pump #301 / XDCR #01 (ft) <br />R Pump #302 / XDCR #02 (ft) <br />Pump #303 / XDCR #03 (ft) <br />Phase I Pond Piezometers <br />Pond Lvl / XDCR #1 (ft) <br />System Press / XDCR #2 (ft) <br />Phase I Low Volume Solution Collection <br />Not Reqd Piezo #1 (HAND) (ft) <br /><2ft Piezo #2 (AUTO) (ft) <br />Phase II & III High Volume Solution Collection <br />Note 80% Pump / XDCR #4 <br />cap. 049.4 Pump / XDCR #5 <br />LT Pump / XDCR #6 <br />Phase 11 & III Pond Piezometer <br />Piezo (Pipe) <br />Phase 1I & III Low Volume Solution Collection <br />Not Reqd Pump / XDCR #1 (AUTO) <br /><2ft Pump / XDCR #2 (AUTO) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />Phase IV High Volume Solution Collection <br />Pump #4 / XDCR #307 (ft) <br />Note 8096 Pump #5 / XDCR #308 (ft) <br />cap. 056.5 <br />ft Pump #6 / XDCR #309 (ft) <br />XDCR pipe ( #310 Reserved) (ft) <br />Phase IV Low Volume Solution Collection <br />Note: Reqd Pump / XDCR #1 (in) <br />X24" Pump / XDCR #2 (in) <br />Phase V High Volume Solution Collection <br />XDCR #311 (AUTO) (ft) <br />Note 80% XDCR #312 (AUTO) (ft) <br />cap. 0365 <br />ft XDCR #313 (AUTO) (ft) <br />XDCR #314 (AUTO) (ft) <br />Phase V Low Volume Solution Collection <br />Note: Reqd XDCR #001 (in) <br /><24" XDCR #002 (in) <br />External Pond Low Volume Solution Collection <br />Not Regdd Pump / XDCR #1 -EXT (AUTO) (in) <br />c24" Pump / XDCR #2 -EXT (AUTO) (in) <br />Underdrain Discharge Area <br />South Underdrain (5 U /D) (gpm) <br />Note: 1 4" Pipe Discharge AG 01 Spring Pipe (Pm) <br />e /sec= NPDES Discharge AG 1.5 -001A wpm) <br />15.85 gpm North Underdrain (N U /D) (9Pm) <br />24 -inch Solid Pipe Om) <br />Arequa Gulch Monitor Well Pumpback System <br />Data fit 35A <br />collected by 63B <br />DRMS B63 <br />3/8/12 A35 <br />(in) <br />(e) <br />(9Pm) <br />(gpm) <br />M:\Min \TC1\_Teller\M- 1980 -244 CC- V\CC- V_InspectionForm(1).:dsx // VLF Parameters <br />ATTACHMENT A <br />3/8/12 <br />12:55 <br />12:55 <br />13:11 <br />13:16 <br />13:16 <br />38.21 <br />13:14 <br />11:37 <br />11:42 <br />12:48 <br />12:45 <br />13:03 <br />13:29 <br />13:29 <br />4/3/12 <br />11:06 <br />11:06 <br />11:31 <br />11:39 <br />11:39 <br />33.11 <br />11:37 <br />10:18 <br />10:24 <br />10:48 <br />5/9/12 1 6/14/12 1 /2o /a2, I Notes <br />12:30 12:12 1 •. 1 7 <br />12:30 <br />12:37 <br />12:42 <br />12:42 <br />33.11 <br />12:40 <br />11:10 <br />11:13 <br />12:49 <br />11:54 <br />11:25 <br />11:46 <br />12:51 <br />12:33 <br />12:10 <br />11:55 <br />12:12 1 Z `. 1 <br />12:25 <br />13:00 <br />33.11 <br />12:58 <br />12:45 <br />itZt <br />13:00 12 1 <br />/9:31. <br />3141 <br />12i 3S <br />15:35 it : qt. <br />15:39 ll: <br />12:02 12;0 <br />11:59 i 2 :0 <br />12:21 12',24 <br />12:37 4 7* 12. <br />J2 t lf, <br />