2015-08-28_HYDROLOGY - M19772572

• Permit No: M1977572
• IBM Index Class Name: HYDROLOGY
• Doc Date: 8/28/2015
• Doc Name: Substitute Water Supply Plan
• From: DWR
• To: DRMS
• Email Name: AME
• Media Type: D
• Archive: No

Attachment 5
Projected Monthly Accounting from Non W-4015 Clay Creek Pumping April 2015 through March 2016
Utilizing All of Lamar's Fort Bent Shares
Inclusive of Rule 14 Pumping, W -4O15 Pumping and Supply Plan Pumping
City of Lamar
(values in ac -ft)
Row
Jun -15i Jul -15
Aug -15'' Sep -151
Oct -15
Nov -151 Dec -15
Jan -16 Feb -16
Mar -16 r-16 Ma -16
Total
Fort Bent Headoate Diversions Average 1980-2012
1 Total Fort Bent Ditch Diversion (excludin Protect water)- -
3,073 5213,374 501
2,791 88 2,0.96 551'_1,410.1.3
16 0 00
0 00 0.001
88 1,481 07'
2,544 14 1.7,276 83
Diversions Prorated for City of Lamar shares
_302
_02
+
__ -
2 386 Shares W-4015)
101 821 11180
92,491 69 461 46.72_
10 Ot 0,00
000 0.00
6 721 49.07
84.29
57238
3 __ 0 Shares (02C W 181) _ _ _
0 00 - 000
-0-00 ' _0 00 _ 0 00
0 00 0 00
2
0 001 0.00 0_00 0 00
32
000
0.00
4 -1890 6 Shares 05CW107-A perxting) _
- - - -
498 73 547 57
- -
453 03� 340 20 228 82
_ -- --
49 03 0 00
-
0.00 0 00
92 240.33
412.83
2,803 46
5 Total Fort Bent Ditch diversions for Ci of Lamar
600 551 659 37
545 521 409 66 275 54
59 04 0.00
--- ---
0.00 0.00
-
39.64 289.40
-
497.12
3,375.84
-6 Deliveries to LAWMA augmentation station _ _ _
_113 55 _ 124 6_7,
1.17.08 119 31 107-33 _43_20
0 00
0.00 0 00L
29.00 547219399
802 85
7 Dehve to Ball Fields SWSP Structure
3 20 3 40!-
2 80 2,20 1.50
coo] 0 00
0 001 0.00
0.00 160
210
16 60
City of Lamar FrvinaPan-Arkansas Proiect Water
8 Delivery below John Martin Reservoir - -_
9 Transit Loss to Fort Bent Ditch
118421 124_92,
5 92 6 25
175 87 7.2,97' 1477 __0
8 79 365 0 74
56' 0 001
1
0 031_ 0 00
0 00 � 0 001
- �- �-
0.00' 00
000 _ 0.00
O.00 0
3954
1.98
54705
_ _
_
- --
_ _0
27 36
10 Fort Bent Ditch cone ance loss
13391 14 121
19 881 8251 1 671
0.06 000
000 000,
000 0001
4.471
61 84
Deliveries
11 of 386 sharesW-4015--__- _ _ _ _
_
12 Delive Non W-4015
89 70
_
63 341
341
81 46 d _
0 00
0 00 0 00
-�-
5 921 43 23' 74.26
_
504.26
of shares _ _ _ _ _
54
322 354
178 21 92 76
279 24-- -
_0 00
0 00
_ 0
O Gp
�- 0 00
_ 0 00 _ _155.41 26761
1,650.20
13 Deliverer of Project water
99 11 104 55,
147 20 61 417 12 36
0 47
O 00
G 001 0 00
0 00 ).00 33 09
457 85
_ -_ --
14 Total deliveries less evaporation
47052 512801
--- -
467.291 276.43 134581
855
_
0-00
0 00 -0.00-545-
182 75 344 96
2,403 33
15 Total Withdrawals from Clav Creek A uifer _ _ _ __ _
16 W-40_15 Pumping __
271.74 30_7 88 285.8_1 24160----- 167 80 105.72,
82 52 9062 _74.96 56.29 3787 8 11
----
-7-
101 82 100701 9740
119.85 168.72 23096
2,200 00
0 OG 000 0.00 545 39 77 68.32
--
46_3 91
17 Rule 14 Pla�um�irx)_-
------------ --------
- -
112 21 143 39
-- --- -
145 06 112 66 85.85
- ---
- -
-
83 19
- -
-
87.94
86 97 84.12
98 06 97 90 118 74
1,256.09
- -
13.88
__0 00
- ----r---
13 731 13.28
000 _ 000
-
1634 23.01 31.49
_0 00'. 804 1241
300 00
180 00
18 Well No 47 (ID 6706406) (SWSP structure) - 37 06 41 98� - 38.97 32 94 22 88 14 42
19Floating Pump for irrigation (SWSP structure) _- 3995 3188 26 82 3971 21:20 0 0 00
20 Net Recharge +) Net Pumping(]
198 79 204 92''
181-47i 34 831 -33 22 _-97
17
-101 82,
-100.70 -9740 -114.41
1403
203,32
_198-7_____-0-00
21 Golf Course Well No 31 Backup_pumpng (SWSP structure) _
22 Metered delivery to Fairmount Cemetery
_____ 0 00 0 001
0 001 15_87
0.001 0.00 0 001
794 8 85 7 40�
0_00
2.69
_11400
_0 001 O 0_6 _0.00 _0 00 0 00 _ 0.00
AO 0 00 0_00 0.00 000 0.00
0 OG
4275
23 Metered deliveryto Golf Course_ _ _ _
-
21 36 � 31 791 36 60 25 48, 17 421
i-- +-
--
976
- -
_O
438
--
1.15 _0.00
-
_
- - -
0.00 9,24 20 65
177 83
24 Well No. 31 um ID No 6705388 Pre -1985 bedrock aquifer well)
9 671 12 53
8 21 2421 13231
591
0.00
2.11 000
2 001 9 60 10.03
75 91
Stream Depletion from Pumping
25 Net Non W-4015 Clay Creek Pumping
1 -29_331
-29 31
0 14
O 0070
- -29 32 -29_32' -29 36 --29 331 -29,40 29.3.6 29 32 -2928
-0 14 0 14.7 -0 113 -0 131 -0.12__ 0-13 0.13 - 13
-29 24 -2929
-0 14 -014
0-0 0 000
-351.86
-1 62
26 Park, Cemetery and Shop wells from previous years _ _- -0 14
27 Golf Cours_e_W_ ell_No 31 Backup (SWSP structure) D 0
00 000
0 00
0 O6 000
_0 00 0 00
0 00
_ -
0.00
28 Total
-29471
-2945
-2946 -2946
-2949
-29461 -29 53
-29491 -2945
2941
29,38 -2943
-353.48
Derivation of Stream Accretions
29 Total In -Building U_se _
_30 Total Irrigation Use ` _ _
_ - - n� -- -- - - - -
31 Rule 14 & Well 47 In -Builds Use
99971 99.97
171 7�- 207 91
- -
54 911 6019
_ 99 971 99 97 99971 99 97 101 82 10070 9740
_185 84 141 631 _67 83 _ _5 7_5 _
64.314163
30� 0 00� 0 00 0 410
--101 8_2 10.0 70
60 251_ 64 78 401
99 97
1988
_
95 43
99 97 9997
68751 13099
71 6644 6503
1,199 65
1,000-35
928.8.2
_ --
_ 32 Non-Sewe_red Rule 14 & Well 47 In -Building Use_ _ _
_
_92 _97
1 35� 1 48 1 59 _ 1 49� _1 601 2 28 ______248
_ _ 2 51I 2.40'
2.35
1 77 1 60
2290
33 Rule 14 & Well 47 Irrigation Use
125.18'
119 661 8535 4395
5 31 000
0 00 0 00
_
18 971
49.27 85 20
627 27
_ _
34 Deep Percolation Return Flow from Rule 14 &Well No 47 Imgation 8 Non
Sewered In -Budding Use _
35 Lagged, accretions from Row 34 + 2%Surface Runoff from Row 33 _
_94_36
1348 17 611 16 991, 12 441 7 15;
14091 15 00 15 31 15 11 Y 14 5
2 74'1 2 26
13 69, 13.131
223 2161
12.50 11 89
458
11.73
8 001 1252
1295, 1375
102.16
16371
36 Deep percolation from Floati g pump and Well No 31 Backup irrigation
37 Lagged accretions from_Row 36
1 72 5_27____
1 85
5 45 4 79; _1 74
4 25�- 1 53
098 0.66
1 477, 1 401
__ 0.00 0.00
058 0 45
000
35
0.0_0 1 59
0 21 1 76
22.20
21 94
38 Dee�ercolatlon from Ball Fields�ump Imgation._ _ - _ _
39 Lagged accretions from Row_38_
_316493
____048 0 51
018 026----
_
0 421 0.33 0 23
0 31 0.32 0 30
--___0
0.001__ 0 00' 0_00 000
0 25 1 018
000---
_
024 032
_2_53
_ _
40 Sewage inflow to wastewater treatment lagoons _ _ _
85 292__417692
__
82 8.6_25 _86.23
014 Oil 11
85-45 8620 84.15 7660
_0 09
8147
___0 05 Oil
82 202 8_4.36
230
1,0.22.78
41 Lamar ower P n_t coi _ shinq_dischaTe W sewer
l
42 Adjusted sewage inflow to wastewater treatment lagoons __ -__ _ __
43 Evaporation & evapotranspiration from lagoons
_r__0691 06 ____41_
�9 - ___ - __O 69 0 6-9-
84 60 92 3 85 561 85 51
_-57_60 -61_4_5 _ -55.14 -44.331 -31 71
-
0.� _- 66 0.66
847 61 85 51 _83 46 7591
-19 18 8.28 -764 -1671
80 78
45
06
- 9 __ 0.69
816 1 83 67
-36_62 -4552
8 28
1,014 50
-40863
44 Net sewage return flow from Rule 14 and Well No. 47 pumping
17 19 89
26 28 29 73 39.92
60.5577 D
__24
75 82 59 20
53�
33 78 26 22
519.78
Frvingpan•Arkansas Project Non -Consumed Transit Loss
45 Net river transit loss _ __ __
____5.3_3' _5_63 7 91 3.291 0 67 ---1
,
0 03 0 00
G 0_00
0 00 0.00.1 78
24.64
46 Fort Bent Ditch net bss lagged includes previous years) - _
2.30 3 79 i----
5 46 6 39 5 93
5 02 Q23
f
6-
3 60 3 10�
2 68 109 1.25
4484
47 Total non -consumed loss
7 63 9.421
13 37 968 6.60
5 05 423T
3 6ol 3.10
2.68 1.09 3031
69.48
48 Non -W-4015 De letions - Accretions +
11 671 18 28
30 74 29 63 33 42
51 55 66 64
63.15 45.30
39.21 18.70 1544
423.73
49 North GatewayPark Pond Nos. 1, 2 & 3 SWSP
6.84 7.19
638 499 348
1.97 1 39
1 51 1 74
2.55 4.29 5341
4768
50 1 Net Non -W-4015 Depletions(-) Accretions (+)
4 831 11091
24.36 24,64 29 94
49581 65.
rl
36 66 14.41 10 10
376.06
2015 Plan Year April 2015 - March 2016 Sheet 1 of 2 North Gateway Alt 5-2015, AUS, 3/27/2015