2017-01-09_HYDROLOGY - M1977572

• Permit No: M1977572
• IBM Index Class Name: Hydrology
• Doc Date: 1/9/2017
• Doc Name Note: Comments 6/1/2016-3/31/2017
• Doc Name: Comments 6/1/2016-3/31/2017
• From: DNR Water Resources
• To: DRMS
• Email Name: AME
• Media Type: D
• Archive: No

Table 3
Operates under Case No.05CW107-A and Rule 14 Plan
City of l.ornar's Monthly Accounting for April 2016 through March 2017
Inclusive of Pumping under Rule 14,W4015,and Case No.OSCW107-A
(values in ac-tt)
PMted
Row -16 May-18 Jun-16- Juk16. Aua-16 setr18 Oct-16 Nov-113 Dec-18 Jan-17 Feb-17 Mwr_t� 7newi
18 Table 1 Raw 6a x 15%. -' -" --
19 Row 18 returned to Willow Creek.13%of balffiwid pumping of FL Bell water(Table 1 Row Ba)lagged.2%returned in same month as applicallum Willow Creek Aquder and Glover parameters.
20 Metered sewage ineuerd to wastewater Imalmenl lagoons.
21 Metered use of Well ID No.6705272 for non•consumplive coal wasting of Lamar Power Plant and discharge to sewer.
22 Minimum of 1)Row 20-Row 21.2)95%of net total inbuiidkg use not including non.sewered use(95%x(fable 1 Row 19-Table 3 Row 12))_
23 Evaporation and evapotranspiration from lagoons.(63.7 acres water surface and 37-4 acres phrealophytes).
24 (Row 22+Row 23)x(Row 11-Row 12)!(f able 1.Row 19-Row 12).
25 Row24 returned to Arkansas River.SDF=13.8.
26 Delivery of Fort Bent shares under Case No.02CW181.Equal to the sun of Table i.Row 4b+Table 1,Row 9.
27 Hlslodral return flow obligation an deliveries in Row 26 pursuant to Case No.02CW181.
April-October.Row 26 x 33.8%.
November-March:Row28 x 100%(the decree In Case No.02CW 181 limits diversions to April-October only),
28 Row 27+Table 1.Row 4b+Row 28 from previous month.
29 Delivery of Fort Bent shares pursuant to Case No.05CW107-A.Equal to The sum of Table 1.Rows Sb,So.and 10.
30 Return now factors fa 10 Bean shares pursuant to the decree in Case No.05CW 107-A.
31 Return flow obligation for delivery of 10 Bean shares.AprU-October.Equal to-Row,30 x Row 29 x 101 total number of O5CW707-A shares delivered.November-Mardi Equal to-Row 30 x Total of Row 29
x 101 Iotal number of 05CW 107-A shares delivered. (See"Co lror'sheet for total number of 05CW 107-A shares delivered.)
32 Return flow factors for Idler shares pursuant to the decree In Case No.OSCWI07-A.
33 Return now obligation for delivery of Idler shares.Ap►n•October Equal to-Row 32 x Row 29 x number of Idler shares delivered i total number of OSM107-A shares delivered.November-March:Equal to-
Row 32 x Total of Row 29 x number of Idler shares delivered i total number or 05CW107-A shares delivered. (See"Control'sheet for total number of 05CW 107-A shares delivered.Idler shares delvered
=total 05CW 107-A shares mires 10 Bean shares.)In Summer this is delivered above the Lamar Canal headgale.In Wirier it is delivered at or above the confluence of Clay Creek(see Row 48).
34 Row 33-Row 36+Table 1,Row Sb+Row 34 from previous month.
35 Row 28+Row 34-Sum of April-to-Prewous Moth's Row 36.Total cumulative balance at the ougmmlation station for Case Nos.02CW1a I&05CW107-A deliveries,alter assignment of excess
deliveries to augmen(City depletions in Row 36.
Rows 35&37,April 2015:Cumulativs balance was 48.3 ac-fL 36.9 ac-ft of this is assigned to unmet idler return flew obligations(05CW17-07-A)over the winter of 2015-201 L See March 2016
accounting sheet
36 Amount of excess cumulative delivery at augmentation station from Row35 that is manually assigned to well and evaporation depletions belowthe Lamar Canal.Sum of Rows 53&59.
The Lamar Canal passed the assigned augmentation station deliveries in 2015.indicated by the stream flows measured at the Lamar gage during those months.
37 Row 35-Row 36.Should remain positive.
38 Minimum at 1)Table 2 Row 8 or 2)Table 1 Row 19-Table 3 Row 11.Constrained to powtive numbers or zero.
39 (Row 22+Row 23)x(Row 38)/(Table 1,Row 19).
40 Minimum of 1)Table 2 Row 8-Table 3 Raw 38 or 2)Table 1 Row 18-Table 1 Row 19-Table 3 Row 13.Constrained to positive numbers or zero.
41 Row40 x 1S%.
42 Table 1 Row 6b x 15%.
43 13%of Irrigation with Project water Is lagged as deep percolation(SOF-429 for Town use,and Willow Creek Aquifer and Glover Paramelem for Ballneld use).and 2%returns in the same month of
application.(Row 40+Table 1 Row 6b)it 2%+Row 40 x 13%,togged+Table 1 Row 6b x 13%,fagged.
44 Row 39+Row 43.
45 90%of transit loss of Project water between John Martin Reservoir and the Ft.Bent Ditch. Trarnst loss is calculated as the difference between deliveries of Project wafer below John Martin Reservoir and
diversion of Project water by the FL Beni Ditch.(90%of Col.2-Col.4 of'Monthly FlBertl'sheel.)
46 90%of actual Fart Berl conveyance fosses of Project water,lagged to Arkansas River and combined with lagged amounts from previous years.Lagging based on factors from HI model. Conveyance
loss calculated as the difference between Ft.Berl diversions of Project water mid deliveries of Project water to Lamar's recharge site and the Banfields.60%of these net lagged ditch losses accrues in
the Arkansas River above the Lamar Canal headgate,and 40%accrues below the Lamar Canal headgate.
47 Row 45+Row 46.
48 Row 44+Row 47.
49 Project return flow and naFcomumed loss assigned to depletion by Well 31 backup and depletions by the Pads.Cemetery,and Shop wells Dial are not covered by LAWMA. Calculated as the minimum
of a)Row 44+Row 47.or b)the negative sum of Rows 8&9.
60 Lagged depletions caused by pumping by Wets 1-20 and!ILA under the Rule 14 Plan(Row 1).SDF-5825.
51 Project velum Clow and non-consumed loss assigned to deplelltms by Wells 1.20 and 10A pumping udder the Rule 14 Plan(Row 50). Calculated as the mi*r ml of a)Ru w48-Row 49,or b)the
negative of Row 50.
Bevan&W MMM".P C 2016 Lemur Aamufeq v1 T34ZCWte7•A 5r25/2016.12 ra PM