My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-06-17_HYDROLOGY - M1977572
>
Day Forward
>
Hydrology
>
Minerals
>
M1977572
>
2014-06-17_HYDROLOGY - M1977572
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/5/2020 3:04:49 AM
Creation date
6/17/2014 1:56:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977572
IBM Index Class Name
Hydrology
Doc Date
6/17/2014
Doc Name
SWSP
From
DWR
To
Helton & Williamsen
Permit Index Doc Type
Hydrology Report
Email Name
AME
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Attachment 5 <br /> Projected Monthly Accounting from Non W-4O15 Clay Creek Pumping June 2014 through May 2015 <br /> Utilizing All of Lamaes Fort Bent Shares <br /> Inclusive of Rule 14 Pumping,W-4015 Pumping and Supply Plan Pumping <br /> City of Lamar <br /> (values in ac-ft) <br /> Row Jun-14 Jul-14 Aug-14 Se 14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-1 5 -15 Total <br /> Fort Bent Headgate Diversions Average 1980-2012 <br /> 1 Total Fort Bent Ditch Diversion(excluding Project water) 3,073.5 3,374.5 2,791.9 2,096.6 1.410.1 302.2 34.4 7.8 5.5 202.9 1,4811 2,644.1 17,324.5 <br /> Divereions prorated for City of Lamar shares 0.0 <br /> 2 386 Shares(W-4015) 1018, 111 8 92.5 695 467 100 1 1 03 02 6 7_ 491 84.3 5740 <br /> 3 923 Shares(02CW181) 243.5 267.3 221.2 1661 1117 239 2.7 0.6 0.4 161 117 3 201.5 1.372.3 <br /> 4 1890.6 Shares(05CW107-A pending) 4987 547.E 453.0 3402 2288, 49.0 5.6 1.3 0.9 329 240.3 412.8 2,811.1 <br /> 5 1 Total Fort Bent Ditch diversions for City of Lamar 844.0 926.7 766.7 575.8 387.2 82.9, 94 2.2 1.5 55.7 406.7 698.6 4.757-4 <br /> 6 Deliveries to LAWMA augmentation station 172.8 189.7 170 5 160.1 1359 64.2 7.3 1.7 1.1 43.2 83.3 143.0 1.172.8 <br /> 7 Delivery to Bap Fields SWSP Structure 3.2 3.4 2.8 2.2 1.5 00 0.0 0.0 0.0 0.0 1.6 2.1 16.8 <br /> City of Lamar Frvirwpan-Arkansas Protect Water <br /> 8 Delivery below John Martin Reservoir 274.1 2891 407.1 149.6 272 1 3 0.0 0.0 0.0 0.0 0.0 91.5 1.240.0 <br /> 9 Transit Loss to Fort Bent Ditch 13.7 14.5 204, 75 14 0.1 0.0 0.0 0.0 0.0 0.0 4.6 62.2 <br /> 10 Fort Bent Ditch conveyance loss 310 32.7 46.0 16.9 3.1 0.1 00 0.0 0.0 00 0.0 103 140.1 <br /> Deliveries to Recharge Site <br /> 11 Delivery of 386 shares W-4015 897 98.5 81.5 612 411 8.8_ 1.0 03 0.2 5.9 43.3 743 505.8 <br /> 12 Delivery of Non W-4015 shares 477.9 524.8 4207 2838 162.6 0.0 0.0 0.0 0.0 00 230.1 396.1 2,4960 <br /> 13 Delivery of Protect water 229,4 241.9 3407 1252 22.7 1.1 0.0 0.0_ 0.0 0.0 0.0 766 1,037.E <br /> 14 lToftl deliveries less evaporation 733.2 796 0 775.5 4326 2083 9.1 0.9 0.3 0.2 5.4 251.5 503.2 3,716.2 <br /> 15 Total Withdrawals from Clay Creek Agutfer 3935, 445.8 4135 349.2 2418, 152.0 147.1 14&0 141 1 1739 2438 332.3 3,179.9 <br /> 16 W-4015 Pumping 82.5 90.6 750 563 378 81 0.9 0.3 0.2 5A 39.8 68A 465.3 <br /> 17 Rule 14 Pian pumping 233.9 281.3 2727 220.3 160.0 129.5 132.3 131.9 127.6 152.1 172.9 2201 2,234.6 <br /> 18 WeA No.47(ID 6706406)(SWSP structure) 37.1 42.1 390 32.9 22.8 14.3 13.9 13.8 133 164 230 31 3 300.0 <br /> 19 Floating Pump for irrigation(SWSP stricture) 40.0 31.9 268 397 212 0.0 0.0 0.0 0.0 0.0 8.0 12.4 180.0 <br /> 20 Net Recharge(+)Net Pumping(-) 339.8 350.1 361.9 83.3 -33.5 -142.8 -146.2 -145.7 -140.9 -168.5 7.8 171.0 536.3 <br /> 21 Golf Course Well No 31 Backup pumping(SWSP structure) 0.0, 0.0 0.0 00 0.0 0.0 0.0 00 00 00 0.0 0-0 0.0 <br /> 22 Metered delivery to Fairmount Cemetery 00 15.9 79 89. 74 2.7 0.0 0.0 0.0 00 0.0 0.0 427 <br /> 23 Metered delivery to Goff Course 21.4 31.8 36.6_ 25.5 17A 9.8 44 12 0.0 0.0 9.2 20.7 177.8 <br /> 24 lWel No 31 pum i ID No.6705388 Pre-1985 bedrock aquifer well 9.9 12.5 8.2 2.4 13.2 5.9 0.0 2A 00 2.0 9.6 10.0 75.9 <br /> Stream Depletion from Pumping <br /> 25 Net Non W-4015 Clay Creek Pumping -26.7 -27.0 -27.3 -27.5 -27.8 -28.0 -28.2 -28.4 -28.4 -28.5 -26.1 -26.4_ -330 4 <br /> 26 Perk,Cemetery and Shop wells from previous years -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0 1_ -0 1 -0.1 -0.1 -0 2 -0 2 -1 8 <br /> 27 Goff Course Well No.31 Backup(SWSP structure) 0.0 00 00 00 0.0 0.0 0.0 00 0.0 0.0 0.0� 0.0 0.0 <br /> 28 Total -26.9 -27.2 -27 4 -27.7 -27.9 -28.2 -28.4 -28.5 -28.6 -28.6 -26.3 -26.6 -332.2 <br /> Derivation of Stream Accretions <br /> 29 Total In-Building Use 1447 144.7 1447 1447 144.7 144 7 147.1 1460 141 1 144.7 144.7 144.7 1,7366 <br /> 30 Total Irrigation Use 2488 301.1 268.8 2045 97.1_ 7.2 0.0 0.0 00 29.2 99.1 187.6 1.4433 <br /> 31 Rule 14&Well 47 In-Budding Use 99.7_ 105.0 109.1 104.9 1094, 137.0 146.2 145.7_ 140.9' 140.2 116.3 109.5 1.463.9 <br /> 32 Non-Sewered Rule 14&Well 47 In-Building Use 2.5 26 2.7 2.6 2.7 3A 3.6 36_ 3.5 3.5 2.9 2.7 36.1 <br /> 33 Rule 14&Well 47 Irrigation Use 171.3 218.4 2026 148.3 734 6.9, 0.0 0.0 0.0 283 79.6 141.9 1,070.7 <br /> 34 Deep Percolation Return Flow from Rule 14&Wei No.47 1mgation& 24.5 30.7 288 21.6 12.0 3.9 3.2 32 3 1' 6.8 12.9 20.9 171.7 <br /> Non-Sewered In-Budding Use <br /> 35 Lagged accretions from Row 29+2%Surface Runoff from Row 33 19.E 21.2 218, 21.6 207 19.3 18.4 17.3 16.3, 16.0 17.5 18.8 2285 <br /> 36 Deep percolation from Floating pump and Wei No 31 Backup irrigation._ 1.7 5.3 5A 4.8 17 1,0 07 00 0 0 0.0 0.0 1.6 22.2 <br /> 37 Lagged accretions from Row 36 1.9 3.2 50 43 15 15, 1.4 06_ 0.5 0.4 0.3' 1.8 22.2 <br /> 38 Deep percolation from Bait Fields pump irrigation. 0.5 0.5_ 04 0.3 0.2 0.0 0.0 0.0 0,0 0.0 0.2 0.3 2.4 <br /> 39 Lagged accretions from Row 38 0.2 0.3 0.3 0.3 03 0.2 0.2 0.1 0.1* 0.1 0.0 0.1 2.2 <br /> 40 Sewage inflow to wastewater treatment lagoons 86.3 91.2 901 85 4_ 863 858 867 64.0 78 8 64.0 83.7 86.0 1,028.3 <br /> 41 Lamar Power Plant coal washing discharge to sewer 0.7 0 7 07 0.7 0.7 0.7 0.7 07 0.7_ 0.7 0.7 0.7 8.3 <br /> 42 Adjusted sewage inflow to wastewater treatment lagoons. 85.6 905 89.4_ 84.7 856 851 860 833 78.2 83.3 830, 65.3 1,019.9 <br /> 43 Eveporafion&evapotranspiration from lagoons -57.6 -61.4_ -55 1 -44.3 -31.7_ -19.2 -8.3 -7 6 -16 7 -24.5 -36.6 -45.5 -408.6 <br /> 44 Net sewage return flour from Rule 14 and Well No,47 pumpne 21.5 227 27.6 33.0 44.6 62.4 77.2 75.5 61.4 57.0 38.5 31.3 552.7 <br /> Fryinapan-Arkansas Protect Non-Consumed Transit Loss <br /> 45 Net river transit loss 12.3 131 184. 6.8 13 01, 00 0.0 0.0 0,0 0.0 4.1 56.1 <br /> 46 Fort Bent Ditch net loss lagged(includes previous years) 3.9 7.5 11.5 136 125_ 10.5 8.9 76 6.6 5.6 0.6 13 90.1 <br /> 47 Total ran-consumed loss 16.2 20.6 29.9 204 13.8 10.6 8.9 7.6 6.5 56 0.6 5.4 146.2 <br /> 48 Non-W-4016 Depletions - Accretions + - -32.61 408,-57.1- 52.0- 53D 654-- 77-7 226 -6.2, 504 30.6 30.8 619,5 <br /> 49 North Gateway Park Pond Nos.1.2&3 SWSP 6.84 7.19 6.38 4.99 3.48 1.97 1.39 1.51 174 2.55 4.29 5.34 47.68 <br /> 50 Net Non-W-4015 - Accretions + 25.7 33.6 50.7 47.0 49.5 63.9 76.3 71.1 54.4 47.9 26.3 25.4 571.9 <br /> Helkxn&Wikammn,P C. W 11001-1-amailAuaehment 5-Clay Creek Pumping,Table 9.4/2412014 <br />
The URL can be used to link to this page
Your browser does not support the video tag.