2017-01-09_HYDROLOGY - M1977572 - Laserfiche WebLink

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Table 3 OfsemOons under Case No.O5CW107-A and Rule 14 Plan City of Lamar'c Monthly Accounting for April 2016 through March 2017 Inclusive of Pumping under Rule 14,W-4015,and Case No.OSM107-A values In ac- P .cued Row -161 M 18 J11n-16 Jul-18. •18; Se 16; Och16t Nov-16 Dec-18 Jan-17; Feb-171 Mar-17 Total NON-Wr1015 PUMPING 1 Wells 1-20 B 10A atr4meoled under Rule 14 Plan 10.21 45.51 82-71 IO2.91 105.81 85.1 57.1I 83.1 6o.Tl 60.1 58.1 71.5 812.8 Z WNIe 21-28 au�rnenled under Rub 14 Plan 321 45.0 893 83.31 78.3 _ 60.1. M.0 32 5 31.3 30.9 29.9 36.8 573.1 _ -�- _.T_-_- � _ ._ -3 _ Well 47 augmented eider 05CW107-A_ 0.0 0.0 0.0 0.01 0.01 0.Oi 0.0 0.0 0.0 D.0 0.0 0.0 _ 0.0 Other Pumping under 05CW 107-A .,�_. - _QA'1-�0.11T O.oT o.o 6.67 OT o o and o.p o c D 0 0.6 0.0 5 Rach under OSCW1074VB Ft.Bent Shares&RaMpwdl 342.01 324.8 0.0 0.0 2,039.3 8 Net Cie I Creek Aquifer Cha Rech -PumpkvM 299.7 234.1; 223.8 171.3t 125.9 53.91 19.4 •95.0 -92.0 .91.0 -88.0 -108.3 653.1 STREAM DEPLETIONS FROM PUMPING jt 7 011IM1107-AIB i Rule 14 lagged depletlonslaccrations _28.8 _ 28.2 -227.881 •Z7.41_ -26.91 W_26A 25.21 -2SA :24�^•24.3I •23.TJ_ -23.1 -]12.7 8 _Legged de_plelitns by Park,Cemetery and Shop wets _ -0.1 -O.i -"1 -0.11 -0.1 i -0.11 -0... . -0.1 -0:1 -0_11, 0.1 -0.1 -1.4 4 Golf Come Web No.31 Sack de Dons 0.0 6.0 p.Qi O.p OT D.O. 0.0 0.0 0.0 0.0 0.0 0.0 0A D ToUd Net t3traam -28.7 8.4 -27 9: -27.5 -27 0 -28.51 -26.0 -25.5 -25.0 .24.41 -23 2 314.1 DERIVATION OF STREAM ACCRETIONS FROM 05CW107-A i RULE 14 PUMPING 11 k1a8utding use 24,9 47� 56 8+ 59.6, _82.7' 62.1 87 3 75.9 92.0 91.0 88.0 214 am 7.3 -KL _ _ ^8, _ - �---- r- - _�__ _ SBSA 14 Re 1b nonaewered in bu and Irrrlr<Hon uses i4.3 4 18 0 1Z0 7' 119.9 9 48 3 14 6 2.01 O 2.07 14 3 IWA 15 Accrelions from Row 14 f0.8 10.9 11.9� 12.8 13.3 13.2; 12.9 12 4 11.7� 11.2 101 0.5 4 18 Return flows from FloalWVpump and Well No.31 Backup irriga 1.7` 3.7 2.t);_�,_144-1,0 0.91 0,0 0.0 0.0 0.0 0.0 0.0_ 10.6 _ �. . ,,7 0.8'--0.4 02 0,3 _-* 0,2 11.4 17 AcueBoris from Row 16 1.5 �3.3 1:2+ 1.1 1,0 0.8. 18 Return flows from Ball Fields iniptlon with FL Bent water y .0.8 T_00_____0.01 0.01 0.0 QO� 0,0_ 0.0 0, _0.0 0.0 0.0 0.0 1 Aceratlons<f wn 18 0.1 0.1 0,0 0.0 .0 aff 0.0 0 0,0 0.0 QO b.0 0.3 20 Sewage Inflow to wastewater Imalmern I"ne � 9112, 98.2 9a2 98.21. 98.2} 98.2' 98.2 98.2 96.2�98.2 98.2 96.2 1__178.5 _21 Lamar Power Plant coal waslting dlschar�sewer 0.0+ 0.0 0.0 0.0 U. 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 2n2wastewater treatment - . _ _ Nel sewesumnllow►rom Rule and a 047 78.4 70.1 T0.3 0.5 75 7 703 72 7 70.3 85.3 84.3 81.8 f16.5 909.T 1a ge _r_9�p!__ 1 . ?, Ev Ibn d evapatrarlapkaUon tram lagoons 43 2 57.7. 70 2 721 �85.9 yy-49 4� 35.5 20 9r -14.4 1� -17 3 -30 7 -491.7 4 171 31.6 49.5� 70.9 r 69.9 64.3 �55.6 3628 25 Acuel ons�fron;Row 24 23.2- 11.7' 3.8T 1J - 3.3 11.7+ 24.5 - 40.7 60.2 08 4 88 8 59.9 3753.3 26 Total Deivery of shares under 02CW181 228.8 200.5 107.3 188.01 154.7 117.i 76.8 o I o ; -o _� a 0 1,128.9 -27_ ._Rdum Flow Obligation for D'e8veq►Ot shares under 02CW181 -78.7 6f�.5 -mite :".5 -53.8� -40,6 -26.5 0 I o 0 1-0 N 0 - .309.4 _1 ...,.-- ..-0--' . 28 Cumulative Balance under 02CWIBI RFO+ Sta De -2 5 9.7 13.2 17.1 20.2 2Z4 23.7� a 0 1 0 1 0 0 23.7 29 _ Told QeYvery of shenas under 05CVU1O7-A 494 8 . 398.3� 334.9j_ 372.4 310.8 7 3 156.E 0.0 , 0.01 0.0 0.0 0.0 2.303.2 _.OSCWI0T,AAMkRETURMFtOWFAC1n05�11SEL1NY!?OW31} -38.8% _.39.27L 37.6* 39.0%�403'Xr 424% % ^l20% 0.17iS'-Qt% 021 RB%^ - 31 Rehan Flow MYOgatfon Below Lamar Canal Bevel Shares. -1.0 0.et -0.T -6.8 -0.7 A -o w �-0.2 OA 0.0 0.0 4LI -5.3 __- _. __. 32_ 05CW►o7�l1IOLERR€i JAN�o1�FAC7rid SwmINROWg 249x_+ 2&0%' 20LO% 25.4xrP48lc 400% 3 0. 1. 1 i.elc o:4z 8 33 Velum FlowOhi�fn Idler shashares(Apr-Od shove Larnar_Cmd -122.5� -1W-5__�1 -94.1 1. 94.41 -83.3 -13.7 -45,8 -43.5 38.7 A 2 823.8 3! Cumulative floe Above Lamar Canal under OSCW 1t)7-A- 50.8 Tate 89 9 104.e i 15 8 124.8 130 0 0 a o 0 0 130.0 35 Cumutaeve Balance at AMpnerlUMon Station i02CW18i+05CW107-A'I 11.41 88.3, 103.1 i 102.24 97 Oi 92.9 93.41 0 i a t y„0 0 1 0 --- 38 Excess man Crcdts Ited l0 0.0 D.D 19.8 19.2r 0 0 0 0 0 60.3 3 Ram Cumutalwe Balance at .Slallon 02CW181+05CW10T-A 11.4 88.3 83.5 83.0 81.41 88.9 93.4 0 0 1 0 0 0 FRVINGPAN-ARKANSUIS RETURN FLOWS AND NON-CONSUMED TRANSIT LOSS'. 38 In-9uMdtl�use ham Pro Pump _ 0.0 QO 0.0 0.U! OA O.OY _-0.0 QA�._ . 0 a _._.Q.Oj 0.0 11- 0.0 0.0 39 Net Sewage reiurnlow from P!9]M Pumping 0.0 d.0 0.0 lam O,Q 0-D 0.0 0.0 0 0 &o O 0 OR 0. 40 !gtl!Uon Use tram Pro}ed Paneling 0.0` 0.0-lb, O.1 0.0 O.0 0.0 0.0 0.0 OA_ _0.0 0b _ 0, 41 RN1m Bows from Pro1eci kdgagon Uses _ 0.01 0.n �_0 a 0.0 0 0 _ 1]0� 0,0 R QO 0 0� 0.0 0. 0. __r T... _ _.W_ Hek"a VAN n ML P Q 20161amar AcrarMYq v1.T3e5CW WA SP2114018,1219PM