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12.4 <br />(AUX) <br />(AUX) <br />41.4 <br />- <br />Pi. 1 /w7 p4c,, f p <br />11.0 <br />(AUX) <br />(AUX) <br />37.0 <br />3 S. `b <br />- 4/074f) Pri.v.v,r� <br />25.0 <br />(N /A) <br />26.5 <br />? 1, 7 <br />41.0 <br />Dry <br />(N /A) <br />29.1 <br />26, $ <br />DLc/ <br />41.6 <br />(N /A) <br />29.0 <br />26."- <br />12.4 <br />19.5 <br />34.6 <br />LS, ► <br />C2 , , e'$ <br />11.0 <br />0.71 <br />18.1 <br />33.4 <br />23. G <br />- 4/074f) Pri.v.v,r� <br />10.4 <br />17.9 <br />31.8 <br />23. U <br />9.7 <br />Dry <br />17.2 <br />31.0 <br />22.3 <br />DLc/ <br />12.94 <br />16.72 <br />28.90 <br />Z 9. sr <br />C2 , , e'$ <br />13.09 <br />0.71 <br />17.23 <br />29.17 <br />30. 10 <br />- 4/074f) Pri.v.v,r� <br />13.02 <br />17.18 <br />29.28 <br />30.22 <br />12.94 <br />Dry <br />17.19 <br />28.90 <br />2 '14 $5 <br />DLc/ <br />13.0 <br />(N /A) <br />19.8 <br />2,cf,t2 <br />C2 , , e'$ <br />14.0 <br />0.71 <br />(N /A) <br />21.0 <br />2S.0 <br />- 4/074f) Pri.v.v,r� <br />13.9 <br />(N /A) <br />20.0 <br />27.2 <br />12.6 <br />12.5 <br />13.7 <br />/3,0 <br />C2 , , e'$ <br />12.7 <br />0.71 <br />12.6 <br />13.2 <br />12,8 <br />- 4/074f) Pri.v.v,r� <br />44.5 <br />(N /A) <br />43.5 <br />t' 1, <br />C2 , , e'$ <br />31.5 <br />0.71 <br />(N /A) <br />44.5 <br />4 <br />- 4/074f) Pri.v.v,r� <br />0.50 <br />0.38 <br />0.67 <br />C2 , , e'$ <br />0.'1 <br />0.71 <br />0.59 <br />0.24 <br />12.>5' <br />0,c" / <br />-- <br />3 <br />2. <br />-- <br />Dry <br />9) <br />-- <br />Dry <br />P <br />Dry <br />9k,Y <br />Dry <br />DLc/ <br />11-T779 C r// 14 Eiv7 /4 <br />Date: <br />Phase I High Volume Solution Collection Units <br />Pump #299 / XDCR #xx (ft) <br />Note: 8090 Pump #300 / XDCR #00 (ft) <br />cap. 0 63.75 Pump #301 / XDCR #01 (ft) <br />ft 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 />Note: Req'd Piezo #1 (HAND) (ft) <br /><2 ft Piezo #2 (AUTO) (ft) <br />Phase II & III High Volume Solution Collection <br />Note: 80% Pu mp / XDCR #4 (ft) <br />cap. 0 49.4 Pump / XDCR #5 (ft) <br />Pump / XDCR #6 (ft) <br />Phase II & III Low Volume Solution Collection <br />Note: Req'd Pump / XDCR #1 (AUTO) (ft) <br />Pump / XDCR #2 (AUTO) (ft) <br />Phase II & III Pond Piezometer <br />Piezo <br />Phase IV High Volume Solution Collection <br />Pump #4 / XDCR #307 (ft) <br />Underdrain Discharge Area <br />South Underdrain (S U /D) <br />Note: 1 4" Pipe Discharge AG 01 Spring Pipe <br />e /sec = NPDES Discharge AG 1.5 -001A <br />15.85 gpm North Underdrain (N U /D) <br />24 -inch Solid Pipe <br />(ft) J? <br />Note: 80°0 Pump #5 / XDCR #308 (ft) <br />cap. Ca 56.5 <br />ft Pump #6 / XDCR #309 (ft) <br />XDCR pipe ( #310 Reserved) (ft) <br />Phase IV Low Volume Solution Collection <br />Note: Req'd Pump / XDCR #1 (in) <br /><24" i Pump / XDCR #2 (in) <br />Phase V High Volume Solution Collection <br />XDCR #311 (AUTO) (ft) <br />Note: 804o XDCR #312 (AUTO) (ft) <br />cap. Ca 36.5 <br />ft XDCR #313 (AUTO) (ft) <br />XDCR #314 (AUTO) (ft) <br />Phase V Low Volume Solution Collection <br />Note: Req'd XDCR #001 (in) <br /><24" ' XDCR #002 (in) <br />External Pond Low Volume Solution Collection <br />Note: Req'd Pump / XDCR #1 (AUTO) (in) <br /><24" / Pump / XDCR #2 (AUTO) (in) <br />(gpm) <br />(gpm) <br />(um) <br />(gpm) <br />(9Pm) <br />M \Min 11 \_Teller\M-1980-244 CC- V\CC- V_InspectionForm xlsx //VLF Parameters <br />9/21/11 <br />10/21/111 11/17/111 12/29/11 <br />11:33 <br />12:12 <br />1_ <br />11:57 <br />11:00 <br />11:10 <br />13:01 <br />13:07 <br />12:19 <br />11:13 <br />11:13 <br />11:33 <br />0.34 <br />0.41 <br />0.30 <br />0.46 <br />0.26 <br />0.48 <br />0.39 <br />.s <br />12:43 <br />12:35 <br />12:13 <br />10:26 <br />10:31 <br />12:58 <br />11:28 <br />(N /A) - no power <br />l!?rA21 Notes <br />12 ; o$ <br />2 0 <br />1 2:23 <br />1273G. <br />12:2- <br />12 : 30 <br />30, 1 <br />/D: 9 <br />1 (N /A) 1 30.4 <br />S - 0 <br />12:53 11 . <br />11 :1 <br />12.3 <br />13.1 <br />15.5 <br />17.6 <br />14.3 <br />14.6 <br />M' T: <br />12 ∎ 20 <br />9.7 <br />15.6 <br />(N /A) <br />(N /A) <br />13.1 <br />11.5 <br />13,1 <br />, fig <br />2: FO <br />