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1.8 <br />2.0 <br />7.9 <br />4.4 <br />Q, e g <br />2 gal /27 sec <br />Dry <br />Dry <br />Dry <br />Dry <br />PAY <br />system head <br />Dry <br />Dry <br />Dry <br />Dry <br />.- <br />P,,, ((i„t! 1. )_. n4r v <br />0.0 <br />Dry <br />Dry <br />Dry <br />Dry <br />37-, <br />29.0 <br />Dry <br />Dry <br />Dry <br />Dry <br />0✓ <br />40.4 <br />47.8 <br />35.8 <br />38.5 <br />5 'f <br />32.2 <br />45.7 <br />33.9 <br />36.9 <br />340, Z <br />system head <br />22.5 <br />23.1 <br />24.2 <br />22.8 <br />.- <br />P,,, ((i„t! 1. )_. n4r v <br />0.0 <br />26.9 <br />33.1 <br />23.3 <br />26.0 <br />37-, <br />29.0 <br />34.4 <br />26.2 <br />29.2 <br />3e, q <br />56.9 <br />42.14 <br />82.85 <br />74.71 <br />3q, <br />24.65 <br />19.7 <br />33.43 <br />22.31 <br />/'{,/ 1 <br />system head <br />0.52 <br />"'0.5 <br />0 <br />0.2 <br />.- <br />Tot. Flow 214,343 gal <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />- <br />Tot. Flow 7.52 gal <br />13.5 <br />17.4 <br />13.6 <br />45.3 <br />19 <br />11.8 <br />17.1 <br />13.3 <br />44.9 <br />/(o 0 <br />system head <br />10.6 <br />17.8 <br />13.8 <br />44.7 <br />i/ L <br />9.9 <br />17.3 <br />13.3 <br />44.9 <br />/G "Z. <br />14.27 <br />19.85 <br />17.87 <br />14.55 <br />13. <br />14.45 <br />20.03 <br />18.02 <br />15.00 <br />13,3(i. <br />system head <br />14.62 <br />19.90 <br />17.88 <br />14.54 <br />134 L_ <br />14.35 <br />19.95 <br />17.91 <br />14.40 <br />13, 20 <br />13.5 <br />19.2 <br />14.6 <br />15.1 <br />/C.f, cf <br />13.1 <br />20.3 <br />15.2 <br />14.7 <br />/q ,3 <br />system head <br />14.3 <br />21.9 <br />16.6 <br />15.3 <br />/ $', C <br />12.6 <br />13.3 <br />13.1 <br />14.1 <br />/4, 5 <br />12.8 <br />12.6 <br />12.3 <br />12.8 <br />1 2. * 9 <br />system head <br />12.36 <br />12.70 <br />12.95 <br />13.56 <br />/C, 24. <br />16.5 <br />17.00 <br />17.20 <br />17.40 <br />(- <br />system head <br />10.9 <br />11.1 <br />11.4 <br />12.8 <br />9 . q <br />6.8 <br />6.2 <br />13.9 <br />15.0 <br />1., Z <br />system head <br />0.35 <br />1.31 <br />0.73 <br />0.67 <br />(9,49 <br />0.44 <br />0.41 <br />0.00 <br />0.78 <br />f2,4f <br />system head <br />0.43 <br />0.40 <br />0.43 <br />0.35 <br />0. SL <br />0.34 <br />0.39 <br />0.37 <br />0.28 <br />0, 30 <br />system head <br />42.2 <br />46.1 <br />36.3 <br />39.0 <br />{7.2,, <br />42 <br />41.2 <br />40.2 <br />40.6 <br />cf(2, 9 <br />system head <br />Date: <br />Phase 1 High Volume Solution Collection Units <br />Pump #299 / XDCR #xx (ft) <br />Note: eo °o Pump #300 / XDCR #00 (ft) <br />cap. @ 63.75 Pump #301 / XDCR #01 (ft) <br />ff Pump #302 / XDCR #02 (ft) <br />Pump #303 / XDCR #03 (ft) <br />Phase 1 Pond Piezometers <br />Pond Lvl / XDCR #1 (ft) <br />System Press / XDCR #2 (ft) <br />Phase I Low Volume Solution Collection <br />Note: Rend Piezo #1 (HAND) (ft) <br /><2ft Piezo #2 (AUTO) (ft) <br />Phase II & III High Volume Solution Collection <br />Note: 80:0 Pump / XDCR #4 (ft) <br />cap@ 49.'1 Pump / XDCR #5 (ft) <br />fi Pump / XDCR #6 (ft) <br />Phase 11 & III Pond Piezometer <br />Piezo (Pipe) <br />Phase!! & III Low Volume Solution Collection <br />Note: Req'd Pump / XDCR #1 (AUTO) (ft) <br /><2ft Pump / XDCR #2 (AUTO) (ft) <br />Phase IV High Volume Solution Collection <br />Pump #4 / XDCR #307 (ft) <br />Note: 60_'q Pump #5 / XDCR #308 (ft) <br />cap, 0 56.5 <br />ft Pump #6 / XDCR #309 (ft) <br />XDCR pipe ( #310 Reserved) (ft) <br />Phase IV Low Volume Solution Collection <br />Note. Raq'd Pump / XDCR #1 (in) <br /><24' Pump / XDCR #2 (in) <br />Phase V High Volume Solution Collection <br />XDCR #311 (AUTO) (ft) <br />Nate_ 8000 XDCR #312 (AUTO) (ft) <br />cap. 0 36.5 <br />ft XDCR #313 (AUTO) (ft) <br />XDCR #314 (AUTO) (ft) <br />Phase V Low Volume Solution Collection <br />Nntc: Req'd XDCR #001 (in) <br /><24.' XDCR #002 (in) <br />External Pond Low Volume Solution Collection <br />Noto: [Amid Pump / XDCR #1 -EXT (AUTO) (in) <br /><24" Pump / XDCR #2 -EXT (AUTO) (in) <br />Underdrain Discharge Area <br />South Underdrain (S U /D) (gpm) <br />Note: 1 4" Pipe Discharge AG 01 Spring Pipe Ism) <br />8 /sec = NPDES Discharge AG 1.5 -OO1A (gpm) <br />15.85 gpm North Underdrain (N U /D) (gpm) <br />24 -inch Solid Pipe (gpm) <br />Arequa Gulch Monitor Well Pumpback System <br />35A <br />Data first 63g <br />collected by <br />DRMS 3/8'12 B63 <br />A35 <br />(in) <br />(ft) <br />(gpm) <br />(gpm) <br />M.IMin1TC11_Teller\M -1980 -244 CC-VICC -V_ InspechonForm(1) xlsx //VLF Parameters <br />ATTACHMENT A <br />5/9/12 1 6/14/12 1 7/20/12 1 9/19/12 12/43/0 j$[(3 Notes <br />12:30 <br />12:30 <br />12:37 <br />12:12 <br />12:12 <br />(ft) 33.11 <br />12 :11) <br />11:10 <br />11:13 <br />12 :19 <br />12:51 <br />1 2:33 <br />12:10 <br />11:55 <br />12 :12 <br />12:12 <br />12:17 <br />12:25 <br />12:17 <br />12:28 <br />13:Ot) <br />1:,:O) <br />33.11 <br />12:58 <br />15:3.5 <br />15 :39 <br />12:02 <br />11:59 <br />12:21 <br />12:37 <br />12:15 <br />12:37 <br />1 2:37 <br />31.41 <br />12:31 <br />11:12 <br />11:39 <br />12:06 <br />1 2:08 <br />12:21 <br />12:11 <br />12:18 <br />10 "02 {( : <br />10:02 /1 i(4 <br />0:18 1( 15`,5 <br />9 :21 /l Io/ <br />9:24 <br />31.41 31.'7 I <br />9 11 ' s$ <br />11:30 1/ ;v'f <br />11:31 <br />10:1(1 /( <br />10:18 /11 <br />0:00 <br />0:12 <br />9:30 <br />(1 : 52 <br />2: <br />