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11.9 <br />(AUX) <br />(AUX) <br />4 f(. ( lc- <br />39, L <br />"/u. <br />(AUX) <br />(AUX) <br />s7 .0 <br />18.1 <br />20.8 25.0 <br />7 <br />(N /A) <br />24 .S <br />20.9 41.0 <br />3 1, $ <br />(N /A) <br />Z1. 1 <br />9.7 <br />17.9 41.6 <br />17.2 <br />(N /A) <br />24 .O <br />11.9 <br />12.4 <br />19.5 <br />39, L <br />"/u. <br />10.2 <br />11.0 <br />18.1 <br />53. 9 <br />7 <br />10.3 <br />10.4 <br />17.9 <br />3 1, $ <br />9.6 <br />9.7 <br />17.2 <br />31. 0 <br />12.84 <br />12.94 <br />16.72 <br />24, go <br />"/u. <br />13.33 <br />13.09 <br />17.23 <br />29. 14. <br />7 <br />12.92 <br />13.02 <br />17.18 <br />2,, 25 <br />13.34 <br />12.94 <br />17.19 <br />20,46 <br />15.0 <br />13.0 <br />(N /A) <br />lq,,f. <br />"/u. <br />16.9 <br />14.0 <br />(N /A) <br />21. <br />7 <br />14.8 <br />13.9 <br />(N /A) <br />2 v.0 <br />12.4 <br />12.6 <br />12.5 <br />13; 7 <br />60 q z TOEig <br />12.7 <br />12.7 <br />12.6 <br />1 ?. <br />it A-)< 0,s.i/ <br />Date: <br />Phase I High Volume Solution Collection <br />Pump #299 / XDCR #xx <br />Pump #300 / XDCR #00 <br />50 lc Pump #302 / XDCR #02 <br />(91) Pump #303 / XDCR #03 <br />Phase I Low Volume Solution Collection <br />Zct" and Lvl /XDCR #1 <br />tem Press / XDCR #2- <br />Phase I Pond Piezometer <br />Piezo #1 (HAND)_ ft)_ <br />Piezo #2 (AUTO) (ft) <br />Pump / XDCR #1 <br />Pump / XDCR #2 <br />Zc V\ C- tO p �/ <br />M I Min ITC11_Teller\M- 1980 -2 CGVI CC -V_Ins onF rm.xlsx //VLF Parameters <br />Units <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />Phase II & III High Volume Solution Collection <br />Pump / XDCR #4 <br />Pump / XDCR #5 <br />Pump / XDCR #6 <br />Phase II & III Low Volume Solution Collection <br />Pump / XDCR #1 (AUTO) (ft) <br />Pump / XDCR #2 (AUTO) (ft) <br />Phase II & III Pond Piezometer <br />Piezo L IT - L t 601. Pod° L � (ft) <br />Phase IV High Volume Solution Collection <br />Note: 80% cap. Pump #4 / XDCR #307 (ft) <br />Ca56.5 it Pump #5 / XDCR #308 (ft) <br />Pump #6 / XDCR #309 (ft) <br />XDCR #j Gf /pipe (1 PESERI.V(L (ft) <br />Phase IV Low Volume Solution Collection <br />(ft) <br />(ft) <br />(ft) <br />(in) <br />(in) <br />XDCR #311 (AUTO) (ft) <br />0 4)1/4 3-12 4° XDCR #312 (AUTO) (ft) <br />PD`' XDCR #313 (AUTO) (ft) <br />XDCR #314 (AUTO) (ft) <br />Phase V Low Volume Solution Collection <br />V( � XDCR #001 grow V f 9 (in) <br />I. 1 XDCR #002 (12 r(,_ S' -.p2) (in) <br />External Pond Low Volume Solution Collection <br />L � Pump / XDCR #1 (AUTO) (in) <br />Pump / XDCR #2 (AUTO) (in) <br />Underdrain Discharge Area <br />WADES Blrc}�r8 �(SD 6t k k*•6•' l) <br />NUDES 4" Pipe Discharge AG 01 (gpm) <br />511.► /+ PC <br />NPDES Discharge AG 1.5 (gam) <br />- oo1�k (FLc <br />I /uv - DRY <br />„ se <br />g. <br />A <br />1 8/17/111 9/21/11 <br />10/21/111 11/17/111 it /z.9 //'Notes <br />11:33 11 '3 <br />12:42 rrrr3 <br />tt:3 <br />0.28 <br />0.47 <br />0.34 <br />0.41 <br />0.30 <br />0.46 <br />0126 <br />b (Pe <br />I1 r3 <br />35.6 <br />28.6 <br />44.5 <br />31.5 <br />(N /A) <br />(N /A) <br />4 <br />12:01 12 <br />11:57 11-Z31'" <br />0.52 <br />0.64 <br />0.50 <br />0.71 <br />0.38 <br />0.59 <br />0 .( 1 <br />. 2- `-f <br />12: <br />31.91? <br />1 (N /A) 1 30.9 1 <br />11:00 /01 2 <br />11:10 10:31 <br />L I ' H -549 <br />gpVr <br />Phase V High Volume Solution Collection 13:01 1 Z : S3 <br />13:07 12 . S'b <br />12:49 11.24 <br />co lZ2ecieo 4 ✓ (N /A) - no power <br />Atz s e s s.e c - /l, 40. i <br />s <br />16.4 <br />15.7 <br />12.3 <br />13.1 <br />15.5 <br />17.6 <br />r4� � <br />9.7 <br />15.6 <br />(N /A) <br />(N /A) <br />13. 1 <br />11.5 <br />8 <br />0.179 <br />Dry <br />Dry <br />- 3 ' <br />ICY <br />� Y <br />