HOME    SEARCH    ABOUT US    CONTACT US    HELP   
           
This is an obsolete version of the rule. Please click on the rule number to view the current version.

36.12.1902    CHANGE APPLICATION - HISTORIC USE

(1) The description of the historic information is related to a date that is dependent on the type of water right being changed. The following dates are applicable for each type of water right:

(a) historic information for a statement of claim must be described as it was used prior to July 1, 1973, unless the Water Right Claim was subject to a previous change in which case it is the date of completion of the change;

(b) historic information for a provisional permit must be described as it was

used at the filing date of the completion notice;

(c) historic information for a certificate of water right must be described as it

was used at the filing date of the completion notice; and

(d) historic information for an exempt or nonfiled water right must be

described as it was completed prior to July 1, 1973.

(2) Final Water Court approved stipulations, master's reports, or examination information related to the water right being changed must be submitted with the application; however, this information or an abstract of a water right from the department or the Montana Water Court by itself is not sufficient to prove the existence or extent of the historical use.

(3) The amount of water being changed for each water right cannot exceed or increase the flow rate historically diverted under the historic use, nor exceed or increase the historic volume consumptively used under the existing use.

(4) An applicant shall compare historical acres irrigated to acres identified as irrigated in the Water Resources Survey, if available for the place of use. If the Water Resources Survey does not support the historical irrigation alleged in the application, the applicant shall explain why. Information from irrigation journals, logs, or old aerial photographs can be submitted for consideration.

(5) For an application to change multiple irrigation water rights, the total number of acres for each water right located within the place of use must be identified.

(6) For an application to change water rights that overlap the historic place of use, an applicant shall include those water rights in the change application or shall explain how each of the water rights has been historically used and how the unchanged water rights will be used if the change authorization were granted. If water will continue to be used at the historic place of use, the applicant shall explain how the continued use will not increase the combined historic maximum diverted flow rate, the historic diverted volume, and the historic consumptive volume.

(7) An applicant shall provide substantial credible information to corroborate the historic use, including the following of each water right being changed:

(a) water right number and the priority date;

(b) most recent year the water right was used;

(c) historic point of diversion;

(d) historic period of diversion;

(e) historic means of diversion;

(f) typical historic diversion schedule and operation pattern;

(g) means of conveyance;

(h) historic ditch capacity;

(i) maximum historic flow rate diverted from each point of diversion and how the amount was determined;

(j) historic place of use for each purpose;

(k) maximum number of acres historically irrigated;

(l) typical historic period of use for each purpose;

(m) annual or monthly historic diverted volume and how this amount was determined;

(n) the annual or monthly historic consumptive volume for each purpose;

(i) for irrigation, an applicant may choose to use the methodology described in (16); and

(ii) for irrigation, an applicant who chooses not to use the methodology described in (16), shall provide the factual basis for the historic consumptive volume calculation and why the historic consumptive use is less than or greater than the methodology described in (16);

(o) the historic efficiency including the diversion, conveyance, and overall system;

(p) the legal land description of a reservoir;

(q) the maximum volume in acre-feet of stored water;

(r) evaporation loss of stored water (evaporation standards can be found in ARM 36.12.116);

(s) maximum number of times a reservoir was filled during a year; and

(t) maximum period of time when water was legally collected for storage.

(8) A narrative must be included in the application materials explaining why the historic operation of the right can be considered reasonable and typical of the purpose for which the historic right was used.

(9) The following information may help an applicant establish the requirements under (7):

(a) aerial photographs depicting irrigated land:

(i) 1979, 1997, and 2005 photos showing the irrigated land would be beneficial;

(b) aerial or other photographs showing diversion or conveyance structures;

(c) Water Resources Survey book information;

(d) Water Resources Survey field notes;

(e) water commissioner field notes;

(f) Natural Resources Conservation Service (NRCS) information, such as field specific soils information;

(g) affidavits from persons with first-hand knowledge of historic use;

(h) calculation of historic ditch capacities;

(i) description of irrigation equipment, field treatments, means of conveyance, control structures, and other onsite features related to water use;

(j) description of water supply availability;

(k) log books or diaries of previous irrigators or farm operations, crop yield records, or diversion records; or

(l) an evaluation of the seniority of the water right in relation to other users.

(10) Calculations for each water right showing how the historic flow rate, consumed and diverted volumes for each water right, and capacity were determined must be included in the application materials, and the methodology employed must be described.

(11) The annual or monthly historic diverted volume must be based on the appropriator's typical historic operation of their diversion, irrigation, and harvest schedule throughout the period of diversion and the period of use. If applicable, in addition to the information required in 36.12.1902(7), if a secondary diversion from a ditch or reservoir exists, an applicant shall identify the diversion means and the typical operation of that secondary diversion.

(12) Historic consumptive volume must be based on the acre-feet of water used for the beneficial purpose, such as water transpired by growing vegetation, evaporated from soils or water surfaces, or incorporated into products that do not return to ground or surface water.

(13) The following may be used to calculate ditch capacity, historic available water supply, and reservoir capacity:

(a) Manning's equation;

(b) Orsborn's equation;

(c) Blaney-Criddle equation; and

(d) the department will determine the acceptability of other reports or methods on a case-by-case basis.

(14) The methodology in (16) may be used to determine the historic consumptive volume for irrigation. The methodology is based on data from the United States Department of Agriculture (USDA) National Agricultural Statistics Service (NASS), and generated using the USDA NRCS Irrigation Water Requirements (IWR) program. If the applicant chooses not to use the methodology, they shall provide evidence showing how the historical consumptive use was calculated and why that amount is less than or greater than the methodology described in (16).

(15) IWR Data for Seasonal Alfalfa Evapotranspiration County Management Factor are shown in Table 1 and may be used to identify the historic consumptive volume. If this table is used to establish the historic consumptive volume, the department will recognize that volume as a reasonable calculation, unless a valid objection is received which offers proof that the volume is inaccurate.

(16) To determine the historic consumptive volume using the table, complete the following steps:

(a) determine which weather station (column B) is the most representative for the place of use (column C). The most representative weather station may not be in the county of the place of use, but must be nearby and about the same elevation and climatic conditions as the irrigated acres. A map showing the weather stations is located on the Internet at: http://dnrc.mt.gov/wrd/water_rts/default.asp;

(b) find the evapotranspiration inches based on whether the historic irrigation is flood, wheeline, handline, or center pivot, to estimate the historic IWR (columns D or E);

(c) identify the county in which the irrigated acres are located to determine the county management factor percentage (column F);

(d) multiply the IWR estimate found in column D or E by the management factor percentage in column F. The result is the number of inches used per irrigated acre;

(e) multiply the number of total acres within the historic place of use by the county adjusted inches used per irrigated acre calculated in (d) above to determine the historic consumptive inches for those acres; and

(f) divide the cumulative historic consumptive inches from (e) by 12 to determine the cumulative historic consumptive acre-feet for the total acres.

Table 1 - Montana County Weather Station IWR Data for Seasonal Alfalfa Evapotranspiration and Montana County Management Factor. 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973


Beaverhead Dillon 5239 18.34 20.74 63.7 %
  Wisdom 6060 7.34 9.29  
  Jackson 6480 8.35 10.30  
  Lakeview 6710 8.39 10.67  
  Lima 6583 13.75 16.01  
Big Horn Busby 3430 20.32 22.88 55.4 %
  Hardin 2905 27.46 29.96  
  Hysham 25 3100 20.25 22.86  
  Wyola 3750 19.19 21.89  
  Yellowtail Dam 3305 28.07 31.30  
Blaine Chinook 2420 20.80 23.57 58.7 %
  Harlem 2362 21.62 24.27  
Broadwater Townsend 3840 19.42 21.88 69.2 %
  Trident 4040 20.64 23.31  
Carbon Joliet 3776 22.41 25.12 58.3 %
  Red Lodge 5500 15.57 18.41  
Carter Ekalaka 3425 20.13 23.14 38.4 %
  Ridgeway 3320 20.28 23.01  
Cascade Cascade 20 4600 14.12 16.63 57.3 %
  Cascade 5 3360 17.90 20.75  
  Great Falls 3675 19.78 22.55  
  Neihart 4945 12.17 15.08  
  Sun River 3340 18.10 20.65  
Chouteau Big Sandy 2700 21.52 24.37 52.5 %
  Fort Benton 2640 21.98 24.75  
  Geraldine 3130 20.30 23.27  
  Iliad 2950 21.55 24.27  
  Loma 2700 22.64 25.37  
  Shonkin 4300 13.32 16.70  
Custer Miles City 2628 26.68 29.55 54.5 %
  Mizpah 2480 23.80 26.57  
  Powderville 2800 24.83 27.68  
Dawson Glendive 2076 26.01 28.99 56.8 %

 


Deer Lodge

No weather station

      See
appropriate
adjacent
county

 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973

Fallon Plevna 2780 22.48 25.34 47.6 %
Fergus Denton 3620 15.39 18.12 48.8 %
  Grass Range 3490 18.93 21.93  
  Lewistown 4167 15.54 18.44  
  Roy 3450 19.94 22.78  
  Winifred 3240 17.86 20.75  
Flathead Creston 2949 14.97 17.81 87.6 %
  Hungry Horse
Dam
3160 14.66 18.06  
  Kalispell 2972 16.45 19.03  
  Olney 3165 12.50 15.16  
  Polebridge 3600 10.20 12.50  
  West Glacier 3154 13.74 16.78  
  Whitefish 3100 15.74 18.61  
Gallatin Bozeman Exp
Farm
4775 16.84 19.55 73.5 %
  Bozeman MT State 4913 18.42 21.39  
  Hebgen Dam 6667 10.09 12.77  
Garfield Cohagen 2710 22.36 24.99 43.4 %
  Jordan 2661 23.58 26.32  
  Mosby 2750 24.51 27.34  
Glacier Babb 4300 12.12 14.87 59.7 %
  Cut Bank 3855 16.01 18.60  
  Del Bonita 4340 14.61 17.30  
  East Glacier 4810 10.60 13.26  
  St Mary 4560 13.64 16.60  
Golden
Valley
Ryegate 4440 17.60 20.17 62.6 %
Granite Philipsburg
Ranger Station
5270 12.90 15.26 86.5 %
Hill Fort Assinniboine 2613 22.42 25.20 54.1 %
  Guilford 2820 19.54 22.06  
  Havre 2585 20.94 23.46  
  Simpson 2815 19.67 22.13  
Jefferson Boulder 4904 17.08 19.47 61.0 %

 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973

Judith Basin Moccasin Exp
Station
4243 16.17 19.06 49.3 %
  Raynesford 4220 16.14 19.05  
  Stanford 4860 16.74 19.69  
Lake Bigfork 2910 17.37 20.61 55.0 %
  Polson 2949 20.46 23.23  
  Polson Kerr Dam 2730 21.37 24.08  
  St Ignatius 2940 19.53 22.33  
Lewis & Clark Augusta 4070 17.51 20.13 60.1 %
  Austin 4790 15.41 17.96  
  Helena 3828 20.23 22.69  
  Holter Dam 3490 23.88 26.61  
  Lincoln Ranger Station 4575 12.87 15.22  
Liberty Chester 3132 19.28 21.74 54.8 %
  Joplin 3300 19.01 21.40  
  Tiber Dam 2850 22.98 25.46  
Lincoln Eureka Ranger Station 2532 20.63 23.26 47.1 %
  Fortine 3000 16.09 18.69  
  Libby Ranger Station 2096 21.20 23.71  
  Libby 3600 11.06 13.36  
  Troy 1950 19.90 22.68  
Madison Alder 5800 14.33 16.75 65.2 %
  Ennis 4953 17.19 19.71  
  Glen 5050 17.81 20.01  
  Norris 4750 20.88 23.97  
  Twin Bridges 4777 16.98 19.22  
  Virginia City 5770 15.57 18.13  
McCone Brockway 2630 20.74 23.35 43.7 %
  Circle 2480 22.23 25.01  
  Fort Peck Power Plant 2070 25.37 28.16  
  Vida 2400 21.74 24.65  
Meagher Lennep 5880 11.93 14.38 57.3 %
  Martinsdale 4800 15.19 17.73  
  White Sulpher Spr 5060 16.41 18.89  

 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973

Mineral St Regis Ranger
Stn
2680 17.61 20.05 56.1 %
  Superior 2710 21.94 24.54  
Missoula Lindbergh Lake 4320 14.63 17.22 69.5 %
  Missoula 3420 18.85 21.49  
  Missoula WSO AP 3199 19.45 21.89  
  Potomac 3620 14.05 16.26  
  Seeley Lake
Ranger Station
4100 14.86 17.31  
Musselshell Melstone 2920 24.22 27.17 50.0 %
  Roundup 3386 23.98 26.79  
Park Cooke City 7460 8.68 11.63 56.9 %
  Gardiner 5275 22.46 24.70  
  Livingston 4870 16.59 19.41  
  Livingston FAA
AP
4656 18.63 21.39  
  Wilsall 5840 13.20 16.01  
Petroleum Flatwillow 3133 22.27 25.01 44.0 %
Phillips Content 2340 21.15 23.97 54.7 %
  Malta 35 2650 20.28 22.99  
  Malta 7 2262 21.61 24.39  
  Port of Morgan 2830 20.15 22.72  
  Saco 2180 20.13 22.70  
  Zortman 4660 14.38 17.40  
Pondera Conrad 3550 16.93 19.42 71.4 %
  Valier 3810 18.31 20.96  
Powder River Biddle 3597 21.87 24.66 38.5 %
  Broadus 3032 23.03 25.69  
  Moorhead 3220 23.72 26.42  
  Sonnette 3900 18.32 20.96  
Powell Deer Lodge 4678 13.14 15.32 77.6 %
  Ovando 4109 12.28 14.43  
Prairie Mildred 2510 22.92 25.58 59.6 %
  Terry 2248 22.82 25.47  
  Terry 21 3260 18.65 21.34  

 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973

Ravalli Darby 3880 18.91 21.44 79.5 %
  Hamilton 3529 19.93 22.34  
  Stevensville 3380 19.19 21.44  
  Sula 4475 12.09 14.42  
  Western Ag Research 3600 19.82 22.15  
Richland Savage 1990 23.61 26.59 56.0 %
  Sidney 1931 22.49 25.45  
Roosevelt Bredette 2638 19.99 22.86 46.5 %
  Culbertson 1942 20.84 23.73  
  Wolf Point 1985 24.16 27.03  
Rosebud Birney 3160 24.57 27.29 47.7 %
  Brandenberg 2770 23.83 26.52  
  Colstrip 3218 23.32 26.10  
  Forsythe 2520 25.17 28.04  
  Ingomar 2780 23.18 25.83  
  Rock Springs 3020 21.35 23.93  
Sanders Heron 2240 14.82 17.76 58.8 %
  Thompson Falls Power 2380 22.49 25.36  
  Trout Cr Ranger Station 2356 16.60 19.40  
Sheridan Medicine Lake 1975 21.64 24.49 44.8 %
  Plentywood 2063 20.64 23.48  
  Raymond Border Station 2384 19.13 22.04  
  Redstone 2300 17.86 20.58  
  Westby 2120 18.10 21.03  
Silverbow Butte FAA AP 5545 14.73 17.06 68.8 %
  Divide 5350 15.25 17.58  
Stillwater Columbus 3602 22.31 25.09 46.5 %
  Mystic Lake 6544 13.57 16.57  
  Nye 4840 15.00 17.93  
  Rapelje 4125 20.35 23.07  
Sweet Grass Big Timber 4100 20.60 23.47 44.7 %
  Melville 5370 12.83 15.49  
 

 

Column A                

 

 

 

County

Column B              

 

 

 

Weather Station

Column C                

 

 

 

Elevation

Column D

IWR
Flood
Irrigation,
Wheeline
&
Handline

ET
(inches)

Column E  


IWR
Center
Pivot
Irrigation

ET
(inches)

Column F        

 


Management
Factor
Percentage

1964 - 1973

Teton Blackleaf 4240 14.74 17.34 68.8 %
  Choteau Airport 3845 20.53 23.07  
  Fairfield 3980 19.10 21.76  
  Gibson Dam 4724 13.57 16.22  
Toole Goldbutte 3498 16.30 18.96 51.8 %
  Sunburst 3610 18.74 21.46  
  Sweetgrass 3466 18.22 21.22  
Treasure Hysham 2660 25.01 27.78 53.4 %
Valley Glasgow WSO AP 2293 23.48 26.12 57.9 %
  Hinsdale 2670 22.18 25.25  
  Opheim 10 2878 16.19 18.86  
  Opheim 16 3258 16.73 19.34  
Wheatland Harlowton 4162 17.83 20.56 46.6 %
  Judith Gap 4573 13.77 16.40  
Wibaux Carlyle 3030 19.87 22.75 See
appropriate
adjacent
county
  Wibaux 2696 18.69 21.50  
Yellowstone Billings Water Plant 3097 26.16 28.92 59.5 %  
  Billings WSO 3648 25.49 28.22  
  Huntley Exp Station 3034 21.92 24.61  

 

 

History: 85-2-112, 85-2-113, 85-2-302, MCA; IMP, 85-2-302, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-436, MCA; NEW, 2004 MAR p. 3036, Eff. 1/1/05; AMD, 2009 MAR p. 2259, Eff. 11/26/09.

Home  |   Search  |   About Us  |   Contact Us  |   Help  |   Disclaimer  |   Privacy & Security