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Table 3 <br /> Operations under Case No.05CW107-A and Rule 14 Plan <br /> City of Lamar's Monthly Accounting for April 2016 through March 2017 <br /> Inclusive of Pumping under Rule 14.W4015,and Case No.05CW107-A <br /> values In ac-ft <br /> Prorected <br /> Raw r-16. Ma 18 Jun-Ill Jul-16 MOM 16 -Illy, Nov-16. Dec-16', Jan-17 F4D 171 Mar 17 Total <br /> _42 Return Bows urn I[ ieWa"Ion with Pmect wafer 0.0 y 01 0.0 Q.D Q ) O.a 0.0, 0.0! <br /> 0. O Q 0;0 <br /> 43 Acrxellora from Rows 41 3 42(IrtdudeslxeuAora years) 0.5 4.5; 0.4 0.4 0.4, _0_4 04 -0.4 0.4. 0.41 0.3 0.3 1.8 <br /> TT }."�"` <br /> 44 Total Accretions to Arkansas River from Lamar Use 0.5. 0.5 0.4 0.4 0.4 0.4 71.41 0.4• 0.4 0.4 0.3 0.3 4.8 <br /> 45 Net noneonstrned river transit loss 0.0 0.0� 001 0.0 0.0 0._0 0.0 0.0.. 0.0 0.0) OAS 0. OA <br /> 46 Lagged Fort Bent Mich net Soas_(frudurt vious years) 0.3 0 2 0.2 04. 0.2 0.1 Q.1 0.1 0.1 0.1 0 7 �0.1 <br /> Total Accretions of Non-Consumed'Transit Loss 0 3 0.2" 0.2 0.2 0.2 0,1 t 0.1~ 0.1 0.1 0.1Y M1 0.1 1.8 <br /> 48 Total Accretions of Pr*ct Return Flours(Rot.Flows+Non-Cons.TL) 0.7 0.7 0.61 0.8' -�0.6 0.51 0.5; 0.5` 0.51 0.5 114 0.4 6A <br /> 49 Pro ecl RF as ned to Well 31 badtqR.Park.Cem..Shop well depblWnt_ 0.1- 01_ 0.1� 0.1` 0.1 4.11 0.11 0.1 0.1 0.1 0.1 0_1 to <br /> ,SO m Lag�Rule 14 Plan deMellons Weis 1-20.10A _ 0.� 0.6� -0.8 -1.0 A -f 3ry 16 � 1.8 2.0 -2.2 -2 4 �Z 7 - <br /> 1 RF ass to Wells 1-20 1 OA Iona under Rule 14 Plan 0.4. 0.6 0 5 0.5 f) t"I 0,4 0.4 0.4 0.4 0.3 0.9 0 5.0 <br /> 52 Net Well 31 backup.Park, 1 b 1-20,10A • Auxre!+ .5 3.3 1.01 0.61 0.31 All -0.41 .0.8 -1.21 -1.5 -1.2 -2.2 -1.5 <br /> 53 jExce5s Augmentation Station Ass4W to Rule 14 R OSCW107-A 15.6 113.11 10.21 1.71 0 0 o a s 0 41.6 <br /> 54 NET RULE 14&05CWI07-A DEPLETIONS • ACCRETIONS IN 4.31 L5 0.01 - 0.01 0. 11. 0.1 10.6 15.6 36.2 911.0 <br /> NORTH GATEWAY PARK POND NOS.1 S 2(PENDING CASE NO.13CW3060) -t6A 15.3 # Y -3.4 3.9a 5.7 -105.50 <br /> 55 Eva Ion Da lion 9.r)• •14.2#{ -11.1 7.8 -44 -3.1_,__ <br /> 58 _ Augmented by LAWMA Under Case No.02CW 181 5.9 11.8„ 9.5` 9 9� B.B 6 9 0.61 ._ T._ -#- --- -- 0.0 <br /> » _.. <br /> 59- Ati�mented Wllh Other 8atxces_per 13CW3060 or SWSP _. _ _ _- _. 1 <br /> 58 KammWPurll et Atxr-eW=- Assigrteti to N.Galeway Park Ponds 0.2 0.01 11 O.Q O.p 0.0 0.0� 0 0 T. 0.01 0.0' . OA 0.0 0 2 <br /> 59 Excess Augmenlalison Station DeSvery Aasltned 10 Ponds 3.0 5A .2 0 0 0 0 0 18.7 <br /> 80 Nei Pond Era mended with Cy, Return Flows d R Accretions 3.01 0.0 Y.8 0.2 0.01 0.01 7.2 4„ ..._0.� 6.t 3.9 - 8.7 33.4 <br /> 1 et North Gal Pe Ponds Accrcfiars * 0.0 i o � 0.0 0 0 0.01 0.0 .0 0.0 2.8 0.0 <br /> + 1 <br /> 62 C Y CR 3.3' -2.5 2.6 0.0 0.01 0.111 3.91 8.8 -2& 7.2 11.61 30.51 82.6 <br /> Row exolonstLns: <br /> 1 Pumping by Wells 1-20 and 10A not augmented by W4015.Equal to Table 2 Row 14. <br /> 2 Pumping by Wells 21-28.(Table 1 Row I5.) <br /> 3 Pumping by Well 47.(Table I Row 16.) <br /> 4 Pumping by other Lamar wells under 05CW 107-A.Sum of Table 1 Rows 27 Through 32. <br /> 5 Net recharge of Fort Bent water pursuant to Case Nos.D5CW107-A and 05CW107-0.calculated in'Pond Operation'sheet.Total effective recharge equals delivery-monody change in storage- <br /> evaporation-Boating pump deliveries for Irrigation.Effective recharge pursuant to Case Nos.05CW107-Ai9 is prorated from total effective recharge based on beginning of month content plus delivery to <br /> the recharge she during the month See lhe'Pond Operation-sheet. <br /> 6 Row 5 minus sum of Rows 1-3.(Note:Row 4 wells are not located In the Clay Creek aquifer.) <br /> 7 Rowe lagged using Clay Creek aquifer Glover parameters. <br /> 8 Depletions caused by prior pumping of struclures that are now included in LAWMA's plan for augmenlation Case No.GZCW1$1.or by current pumping of These structures over the amount augmented by <br /> LAWMA. <br /> 9 Lagged depletions caused by pumping In Table 1 Raw 24.Inclines lagged depletion from previous pumping.Cheyenne aquifer and Glover parameters. <br /> 10 Row 7+Row 8+Row 9. <br /> 11 Rule 14 and Case No.DSCW107-A ponlon of kndwileling use.Calculated as the sum of Rows I-3,multiplied by Table 1 Row 19.divided by Table 1 Row 18. <br /> 12 Table 1 Row 19 x 8613487. There are 3487 total potable metered accounts:86 of lhese utilize septic systems and have a 1 G%depletion rate. <br /> 13 Sum of Rows 1-4 minus Row 11.Irrigation uses have an 85%depletion rate, <br /> 14 Row 12 x 90%+Row 13 It 15%. <br /> 15 13%of irrigation uses tagged as deep percolation and 2%relum as surface runoff In the same as appkAion.Row 13 x 2%(same math)+(Row 12 x 90%+Row 13 x 13%)lagged(SDF=429 days). <br /> 16 From Table 1:(Raw 25+Row 26-Row 23)x 15%. <br /> 17 Row 16 Is distributed to golf course and to cemetery based on deliveries to each.Return flows from golf course and surface runoff from cemetery(2%)occur in same month as delivery(Table 1•(Row 26- <br /> Raw 23)x 15%+Row 25 x 2%).Cemetery deep percolation lagged to 1Mr low Creek(fable 1 Row 25 x 13%).Willow Creek Aquifer and Glover parameters. <br /> "Rama wAis MM P C 201E Leiner Aozas"vl.tSOSCWtOr-A 5125MIS,12:19 PSA <br />