BEFORE THE DEPARTMENT OF NATURAL RESOURCES
AND CONSERVATION OF THE STATE OF MONTANA
In the matter of the adoption of New RULES I through V, the amendment of ARM 36.12.101 through 36.12.103, 36.12.110 through 36.12.113, 36.12.116, 36.12.117, 36.12.121, 36.12.1401, 36.12.1501, 36.12.1601, 36.12.1702 through 36.12.1704, 36.12.1706, 36.12.1707, 36.12.1801, 36.12.1903, and 36.12.1904, and the repeal of ARM 36.12.1301, 36.12.1701, 36.12.1705, and 36.12.1901 pertaining to water right permitting | ) ) ) ) ) ) ) ) ) ) ) ) | NOTICE OF PUBLIC HEARING ON PROPOSED ADOPTION, AMENDMENT, AND REPEAL |
TO: All Concerned Persons
1. On October 26, 2023, at 11:00 a.m., the Department of Natural Resources and Conservation (DNRC) will hold a public hearing at the DNRC building in the Montana Conference Room, First Floor, located at 1539 Eleventh Avenue, Helena, Montana, and via Zoom, to consider the proposed adoption, amendment, and repeal of the above-stated rules. Interested parties may access the remote conferencing platform in the following ways:
Join Zoom Meeting: https://mt-gov.zoom.us/j/88970005425?pwd=a094Z01PWkR2RVFMS1cxK1NKMlZKdz09; Meeting ID: 889 7000 5425; Password: 273124; or
b. Dial by Telephone: +1 646 558 8656; Meeting ID: 889 7000 5425; Password: 273124; Find your local number: https://mt-gov.zoom.us/u/kcClUefh60
2. The department will make reasonable accommodations for persons with disabilities who wish to participate in this rulemaking process or need an alternative accessible format of this notice. If you require an accommodation, contact the department no later than 5:00 p.m. on October 16, 2023, to advise us of the nature of the accommodation that you need. Please contact Jamie Price, Department of Natural Resources and Conservation, 1539 Eleventh Avenue, P.O. Box 201601, Helena, MT 59620-1601, 406-444-6615, or e-mail [email protected].
3. The rules as proposed to be adopted provide as follows:
NEW RULE I VARIANCE REQUESTS (1) An applicant may make a written request for a variance from the requirements of ARM 36.12.121 or 36.12.1702 to the appropriate regional office on a form provided by the department. The variance request must be:
(a) postmarked or sent electronically to the department by the deadline established at the preapplication meeting; or
(b) if a preapplication meeting is not held, the applicant may include a request for variance with a filed application, or as part of a deficiency response pursuant to ARM 36.12.1501.
(2) a variance request that is not submitted within the timeframe identified in (a) or (b) shall be denied.
(3) The department shall grant or deny the variance within 30 business days of receipt of the written request. The department's grant of a variance request may impose conditions necessary to ensure the application materials and data provided is sufficient to evaluate the applicable criteria.
AUTH: 85-2-113, MCA
IMP: 85-2-302, 85-2-307, 85-2-311, 85-2-330, 85-2-336, 85-2-341, 85-2-343, 85-2-344, 85-2-360, 85-2-361, 85-2-362, 85-2-402, 85-2-506, 85-2-508, MCA
REASON: HB 114 from the 2023 legislative session modified the timelines and process for application review and increased importance of a preapplication meeting. The current rules include multiple provisions that authorize the department to grant a variance from certain requirements. NEW RULE I is necessary to consolidate the rules for a variance request and provide timelines for approval or denial of a variance request consistent with the requirements of HB 114.
NEW RULE II PREAPPLICATION MEETING (1) If the applicant completes a preapplication meeting with the department, the department will provide for a discounted application filing fee provided for in ARM 36.12.103 and expedited timelines provided for in ARM 36.12.1501.
(2) A written request for a preapplication meeting must identify the following elements of the proposed permit or change in appropriation:
(a) the flow rate and volume of water required;
(b) the point of diversion;
(c) the place of use;
(d) the source of water;
(e) the purpose;
(f) for changes, the water right(s) proposed to be changed;
(g) for changes, an explanation of historical use of the right(s) proposed for change;
(h) any proposed places of storage, if applicable; and
(i) for applications proposing a new well or wells, the well depth(s) and location.
(3) A preapplication meeting must be documented by a department-provided checklist that identifies:
(a) all necessary technical analyses and whether the analyses will be completed by the applicant or the department;
(b) applicable aquifer testing requirements, measurement requirements, variances to be requested, or planned mitigation; and
(c) any additional information necessary for completion of the technical analyses identified by the checklist under (3)(a).
(4) If the technical analyses are to be completed by the department, the 45-day department deadline for completion of the technical analyses will be set upon receipt of the preapplication fee, receipt of the information provided for in (3)(c), and signed preapplication checklist. These items must be received within 180 days of the preapplication meeting.
(5) If the technical analyses are to be completed by the applicant, the 45-day department deadline for scientific credibility review will be set upon receipt of the preapplication fee, receipt of the applicant's technical analyses, and signed preapplication checklist. These items must be received within 180 days of the preapplication meeting.
(6) An applicant does not qualify for a discounted filing fee provided for in ARM 36.12.103 and expedited timelines provided for in ARM 36.12.1501 if:
(a) upon submittal of the application to the department, the applicant has changed any element of the proposed application after the 180-day timeline in (4) or (5); or
(b) the application is not filed within 180 days of the department's completion of technical analyses.
(7) The preapplication meeting procedure for a combined permit and change application documented on the preapplication checklist, will be conducted as follows:
(a) The applicant will be required to complete two preapplication meetings pursuant to (1) through (3) to receive a full discount of the application fees. Each preapplication meeting will require the fee set forth in ARM 36.12.103.
(b) A preapplication meeting for the permit will be conducted first. The technical analyses completed for the permit application will identify information necessary to consider for the change application.
(c) A preapplication meeting for the change will be conducted once the applicant has gathered the information needed under (2).
(d) The combined permit and change application must be filed with the department within 180 days from the date of completion of the technical analyses for the change application. The 180-day timeframe will apply to both the permit and change application and will not start until completion of the technical analyses for the change application.
(8) Any technical analyses completed by the department expire one year from the technical analysis completion date.
AUTH: 85-2-302, MCA
IMP: 85-2-302, 85-2-307, 85-2-311, 85-2-330, 85-2-336, 85-2-341, 85-2-343, 85-2-344, 85-2-360, 85-2-361, 85-2-362, 85-2-402, 85-2-506, 85-2-508, MCA
REASON: HB 114 from the 2023 legislative session modified the timelines and process for application review, increased importance of a preapplication meeting, and added the opportunity for public comment on permit and change applications. New Rule II is necessary to establish the requirements and procedures for a preapplication meeting.
The fee associated with preapplication meetings is assessed in ARM 36.12.103 as a new fee and the projected cumulative net impact of this fee is $0. The reason the projected cumulative net impact is $0 is because the applicant receives a filing fee discount on the application if they complete the preapplication meeting process and the preapplication fee is then applied to the discounted application fee.
NEW RULE III TECHNICAL ANALYSES (1) Technical analyses may be required for permit and change applications to provide the minimum information necessary for the department to complete a criteria assessment under 85-2-311, MCA for permits, or 85-2-402, MCA for changes. The department will conduct technical analyses necessary to evaluate criteria if not provided by the applicant. It remains the applicant's burden to prove the criteria.
(2) For surface water permit applications, the following technical analyses are required:
(a) a surface water analysis, which must include:
(i) for perennial or intermittent streams where measurement records are available, the gage name, location, period of record, and calculated median of the mean monthly flow rate and volume;
(ii) for perennial or intermittent streams where measurement records are not available, an estimated mean monthly flow rate and volume, and identify the estimation technique and basin characteristics used for the estimation;
(iii) for ephemeral streams, an explanation of the method used to calculate mean annual runoff and associated climate and drainage area data; and
(iv) for lakes, the source of the bathymetric data and associated volume or description of the method and associated data used to calculate volume;
(b) an analysis of the area of potential impact.
(3) For surface water change applications, the following technical analyses are required:
(a) a historical use analysis;
(b) an analysis of impacted surface water sources;
(c) for applications where aquifer recharge is proposed for mitigation, an analysis of the monthly accretions to affected hydraulically connected surface water(s); and
(d) for irrigation water rights changing the place of use or purpose, a return flow analysis of historical return flows and projected return flows for the amount of water being changed. This analysis must include:
(i) amount of return flow;
(ii) location of return flow; and
(iii) if water rights are identified which will be impacted by a change in return flow, the return flow analysis must include a monthly breakdown of the rate and timing of return flow and evaluate impacts to the identified rights.
(4) For groundwater permit applications in an open basin, the following technical analyses are required:
(a) a groundwater analysis, which must include:
(i) aquifer transmissivity and storage coefficient;
(ii) maximum drawdown and remaining available water column in the proposed point of diversion(s);
(iii) 0.01-foot drawdown contour;
(iv) location and distance between the proposed point of diversion(s) and the 0.01-foot drawdown contour;
(v) annual groundwater flux through the 0.01-foot drawdown contour, annual groundwater recharge, or annual groundwater discharge. The quantification must be in acre-feet per year; and
(vi) all groundwater rights within the 0.01-foot drawdown contour or area of potential impact;
(vii) 1-foot drawdown contour, which is based on five years of constant pumping, which is derived from the requested annual volume and apportioned monthly based on the proposed period of diversion;
(viii) distance and location on a map between the proposed point of diversion(s) and the 1-foot drawdown contour;
(ix) all groundwater rights within the 1-foot drawdown contour; and
(x) remaining available water column for each groundwater point of diversion identified in (ix);
(b) a surface water depletion analysis, which must include:
(i) all hydraulically connected surface water(s) to the source aquifer for the proposed point of diversion; and
(ii) annual consumed volume and monthly rate and volume of net depletion to hydraulically connected surface water(s);
(c) a surface water analysis, which must include:
(i) for perennial or intermittent streams where measurement records are available, the gage name, location, period of record, and calculated median of the mean monthly flow rate and volume;
(ii) for perennial or intermittent streams where measurement records are not available, an estimated mean monthly flow rate and volume, and identify the estimation technique and basin characteristics used for the estimate;
(iii) for ephemeral streams, an explanation of the method used to calculate mean annual runoff and associated climate and drainage area data; and
(iv) for lakes, the source of the bathymetric data and associated volume or description of the method and associated data used to calculate volume;
(d) an analysis of the area of potential impact.
(5) For groundwater change applications, the following technical analyses are required:
(a) a historical use analysis;
(b) a groundwater analysis, which must include:
(i) aquifer transmissivity and storage coefficient;
(ii) maximum drawdown and remaining available water column in the proposed point of diversion(s);
(iii) 1-foot drawdown contour, which is based on five years of constant pumping, which is derived from the requested annual volume and apportioned monthly based on the proposed period of diversion;
(iv) the distance and location on a map between the proposed point of diversion(s) and the 1-foot drawdown contour;
(v) all groundwater rights within the 1-foot drawdown contour; and
(vi) remaining available water column for each groundwater point of diversion identified in (v);
(c) surface water depletion analysis, which must include:
(i) all hydraulically connected surface water(s) to the source aquifer for the proposed point of diversion; and
(ii) historic and proposed annual consumed volumes and monthly rate and volume of net depletion to hydraulically connected surface water(s); and
(iii) a comparison of the historical net depletion and new net depletion to hydraulically connected surface water(s);
(d) for irrigation water rights changing the place of use or purpose, a return flow analysis of historical return flows and projected return flows for the amount of water being changed. This analysis must include:
(i) amount of return flow;
(ii) location of return flow; and
(iii) if water rights are identified which will be impacted by a change in return flow, the return flow analysis must include a monthly breakdown of the rate and timing of return flow and evaluate impacts to the identified rights.
(6) For groundwater permit applications in a closed basin, in addition to a hydrogeologic report conducted pursuant to 85-2-361, MCA, the following technical analyses are required:
(a) for applications with proposed mitigation, an analysis of the net effect to hydraulically connected surface water(s);
(b) for applications where aquifer recharge is proposed for mitigation, an analysis of the monthly accretions to affected hydraulically connected surface water(s).
(7) Technical analyses completed by the applicant must be submitted with the permit or change application.
(8) The department will evaluate technical analyses completed by the applicant for scientific credibility.
AUTH: 85-2-113, MCA
IMP: 85-2-302, 85-2-307, 85-2-311, 85-2-330, 85-2-336, 85-2-341, 85-2-343, 85-2-344, 85-2-360, 85-2-361, 85-2-362, 85-2-402, 85-2-506, 85-2-508, MCA
REASON: HB 114 from the 2023 legislative session modified the timelines and process for application review and increased importance of a preapplication meeting, which includes consideration of requisite technical analysis. New Rule III is necessary to identify the required technical analysis for the different application types and establishes the department's role in completion and evaluation of technical analyses.
NEW RULE IV FILING A PERMIT APPLICATION AND FORM ACCEPTANCE (1) A permit application (Form No. 600) must be filed when an applicant desires to use surface water or groundwater that does not meet an exception to permit requirements under 85-2-306, MCA.
(2) The department will not accept a permit application and will not assign a priority date if any of the following items are missing:
(a) the flow rate and volume of water;
(b) the point of diversion;
(c) the place of use;
(d) the source of water;
(e) the purpose;
(f) the applicant's signature;
(g) for a groundwater well, aquifer testing results conforming to ARM 36.12.121;
(h) for projects proposed in sage grouse habitats designated as a core area, general habitat, or a connectivity area, a letter from the Montana Sage Grouse Habitat Conservation Program stating the project is consistent with Executive Orders 12-2015 and 21-2015; and
(i) the appropriate filing fee in ARM 36.12.103.
(3) Separate applications are required for:
(a) each source of supply; or
(b) different purposes or places of use supplied by different points of diversion on the same source. If the entire project is manifold into one system, then a single application is allowed.
(4) One application is allowed for:
(a) one purpose and multiple points of diversion on the same source; and
(b) for several purposes, if all the points of diversion supply all of the same purposes.
(5) The time needed to complete construction and put the water to beneficial use must be identified. Information must be included in the application materials that justify the requested time.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, 85-2-310, MCA
REASON: New Rule IV is necessary to consolidate the existing application receipt rules (ARM 36.12.1301) and filing a permit application rules (ARM 36.12.1701) into one rule, to improve readability of rule, and to streamline the rule consistent with the sequencing of the application process.
NEW RULE V FILING A CHANGE APPLICATION AND FORM ACCEPTANCE (1) An applicant who desires to change the point of diversion, place of use, purpose of use, or place of storage of a water right must file an application to change a water right (Form No. 606) and any applicable addendums.
(2) The department will not accept a change application if any of the following items are missing:
(a) the water right element(s) proposed for change;
(b) the water right number for each water right changed;
(c) the proposed diverted flow rate and diverted volume of water for each changed right;
(d) the applicant's signature;
(e) for projects proposed in sage grouse habitats designated as a core area, general habitat, or a connectivity area, a letter from the Montana Sage Grouse Habitat Conservation Program stating the project is consistent with Executive Orders 12-2015 and 21-2015; and
(f) the appropriate filing fee in ARM 36.12.103.
(3) An application for a temporary change must meet the same rule requirements as those for a permanent change application.
(4) In addition to the change application rules, an applicant proposing to temporarily change to instream flow must submit the information required under 85-2-407 and 85-2-408, MCA, or 85-2-436, MCA.
(5) Only an owner of record, as shown in the department's water right records, can apply to change a water right, except if a change application is for a water right lease pursuant to 85-2-436, MCA, the change applicant must be the Montana Department of Fish, Wildlife and Parks.
(a) For water rights that are co-owned, all owners shall sign the application form consenting to the change.
(6) Multiple water rights may be changed on one application if the place of use and purpose will be exactly the same for each water right, and all water rights will share a common conveyance system.
(7) The time needed to complete and put the change into operation must be identified. Information must be included in the application materials that justify the requested time.
(8) For a change application that only adds stock tanks to an existing stock water system:
(a) Form No. 606 and any applicable addendum(s) must be completed and must describe the details of the proposed project;
(b) the applicant must explain the extent of the historical use, including the flow rate and volume, for each water right proposed for change;
(c) the applicant must provide information to show that the historical diverted flow rate will be adequate for the new use; and
(d) for changes from instream stock rights based on 85-2-222, MCA, to stock tank(s), the maximum flow rate authorized for the new use will be 35 gallons per minute unless the applicant demonstrates a higher historical rate.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, 85-2-402, MCA
REASON: New Rule V is necessary to consolidate the existing application receipt rules (ARM 36.12.1301) and filing a change application rules (ARM 36.12.1901) into one rule, to improve readability of rule, and to streamline the rule consistent with the sequencing of the application process.
4. The rules as proposed to be amended provide as follows, new matter underlined, deleted matter interlined:
36.12.101 DEFINITIONS In addition to definitions provided for in 82-2-102, MCA, and Unless unless the context requires otherwise, to aid in the implementation of the Montana Water Use Act, and as used in these rules:
(1) remains the same.
(2) "Amount" refers to both a flow rate in gallons per minute (gpm GPM), or cubic feet per second (cfs CFS), and a volume of water in acre-feet (af AF).
(3) through (8) remain the same.
(9) "CFS" "Cfs" means a flow rate of water in cubic feet per second and is equivalent to 448.8 gallons per minute. Applications for a flow rate of less than one CFS cfs will be converted to gallons per minute.
(10) through (16) remain the same.
(17) "Criteria addendum" means that additional portion of an application on which substantial credible information must address the criteria listed in 85-2-311 and 85-2-402, MCA.
(18) and (19) remain the same but are renumbered (17) and (18).
(20) "Department" means the Montana Department of Natural Resources and Conservation (DNRC).
(21) through (24) remain the same but are renumbered (19) through (22).
(25) "Existing right", in addition to its definition in 85-2-102, MCA, includes any appropriation of water commenced prior to July 1, 1973, if completed according to the law as it existed when the appropriation was begun.
(26) remains the same but is renumbered (23).
(27)(24) "Flow rate" is a measurement of the rate at which water flows or is diverted, impounded, or withdrawn from the source of supply for beneficial use, and commonly measured in cubic feet per second (CFS cfs) or gallons per minute (GPM gpm).
(28) remains the same but is renumbered (25).
(29)(26) "GPM" "gpm" means a flow rate of water in gallons per minute.
(30) through (34) remain the same but are renumbered (27) through (31).
(35)(32) "Means of diversion" means the type of structures, facilities, or methods used to appropriate, impound, or collect water. Examples include, but are not limited to the following:
(a) dike;
(b) dam;
(c) ditch;
(d) headgate;
(e) infiltration gallery;
(f) pipeline;
(g) pump;
(h) pit; or
(i) well.
(36) remains the same but is renumbered (33).
(37)(34) "Multiple domestic use" means a domestic use by more than one household or dwelling characterized by long-term occupancy as opposed to guests. Examples are domestic uses by:
(a) colonies;
(b) condominiums;
(c) townhouses; and
(d) subdivisions.
(38) through (46) remain the same but are renumbered (35) through (43).
(47) "Permit" means a permit to appropriate water issued by the department under Title 85, chapter 2, part 3, MCA.
(48) "Person" means an individual, association, partnership, corporation, state agency, political subdivision, the United States or any agency thereof, or any other entity (see 85-2-102, MCA).
(49) through (54) remain the same but are renumbered (44) through (49).
(55) "Pre-application review" means the applicant or the applicant's attorney or consultant or others who may know about the proposed project have met with the department in person, via teleconference, or via video conference to discuss details of the proposed project and application.
(56) through (58) remain the same but are renumbered (50) through (52).
(59) "Project" means a place of use that has its own identifiable flow rate, volume, and means of diversion.
(60) through (72) remain the same but are renumbered (53) through (65).
(66) "Supplemental rights" means separate water rights for the same purpose, owned by the same water user, and used on overlapping places of use.
(73) through (75) remain the same but are renumbered (67) through (69).
(76) "Temporary permit" means a permit to appropriate water granted pursuant to Title 85, chapter 2, part 3, MCA, for a specific period of time and with an automatic expiration date.
(77) through (80) remain the same but are renumbered (70) through (73).
(81)(74) "Volume" means the acre-feet of water per year. Twelve acre-inches or 325,851 gallons are equal to one acre-foot.
(82) through (87) remain the same but are renumbered (75) through (80).
AUTH: 2-4-201, 85-2-113, 85-2-308, 85-2-370, MCA
IMP: 85-2-113, 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-360, 85-2-361, 85-2-362, 85-2-364, 85-2-368, 85-2-370, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-418, MCA
REASON: This amendment is necessary to remove terms already defined in statute, to remove unnecessary examples from defined terms, and to update or add other definitions to provide clarity to applicants.
36.12.102 FORMS (1) The following necessary forms for implementation of the act and these rules are available from the Department of Natural Resources and Conservation, P.O. Box 201601, Helena, Montana 59620-1601 and its Water Resources regional offices, or on the World Wide Web at http://dnrc.mt.gov/wrd/default.asp department's website. The department may revise as necessary the following forms to improve the administration of these rules and the applicable water laws:
(a) Form No. 600P, "Permit Preapplication Meeting";
(a)(b) Form No. 600, "Application for Beneficial Water Use Permit,", which must be submitted for groundwater developments in excess of 35 gpm or ten acre-feet per year and surface water appropriations when an applicant desires to use surface water or groundwater that does not meet an exception to permit requirements under 85-2-306, MCA;
(b)(c) Form No. 602, "Notice of Completion of Groundwater Development,", which must be submitted for groundwater developments with a maximum use of 35 GPM gpm or less, not to exceed ten acre-feet per year;
(c) and (d) remain the same but are renumbered (d) and (e).
(f) Form No. 606P, "Change Preapplication Meeting";
(e) through (i) remain the same but are renumbered (g) through (k).
(j) Form No. 615, "Water Conversion Table";
(k) through (q) remain the same but are renumbered (l) through (r).
(r)(s) Form No. 634, "Replacement Well Notice,", which must be submitted for municipal wells that do not exceed 450 GPM gpm, or for all other wells that do not exceed 35 GPM gpm and ten acre-feet per year;
(s) remains the same but is renumbered (t).
(t)(u) Form No. 636, "Interim Permit Request"; "Petition to Subordinate a State Water Reservation";
(u) through (y) remain the same but are renumbered (v) through (z).
(z)(aa) Form No. 642, "DNRC Ownership Update, Exempt (Reserved) Split and Sever of a Water Right,", which must be submitted for a where a portion of the water right that will be exempted (reserved) from a sale of land, and for which the seller will retain ownership of the water right place of use is severed;
(aa)(ab) Form No. 643, "DNRC Ownership Update, Severed Water Right,", which must be submitted where a water right will be severed from the entire place of use land. A severed water right does not involve a land sale;
(ab) remains the same but is renumbered (ac).
(ac)(ad) Form No. 645, "Permit Registration for Groundwater Use within the National Park Service Compact Area,", which must be submitted for groundwater developments with a maximum use of 35 GPM gpm or less, not to exceed ten acre-feet per year;
(ad)(ae) Form No. 646, "Geothermal Heating/Cooling Notice of Completion,", which must be submitted for groundwater developments for a geothermal purpose with a maximum use of 350 GPM gpm;
(ae) remains the same but is renumbered (af).
(af) Form No. 648, "Petition to Subordinate a State Water Reservation";
(ag) Form No. 649, "Surface Water Measurement Data Form";
(ah) Form No. 650, "Temporary Lease of Appropriation Right";
(ai)(ag) Form No. 651, "Petition to Modify a Permit or Change Authorization"; and
(aj)(ah) Form No. 652, "Petition for Stream Depletion Zone.";
(ai) Form No. 653, "Variance Request," which must be submitted for variance requests in [NEW RULE I];
(aj) Form No. 654, "Public Comment," which must be submitted for public comment under 85-2-307(4), MCA; and
(ak) Form No. 655, "Application Amendment Form," which must be submitted to modify an application under ARM 36.12.1401.
AUTH: 85-2-113, MCA
IMP: 85-2-113, 85-2-302, 85-2-306, 85-2-307, 85-2-311, 85-2-316, 85-2-402, 85-2-424, 85-20-401, MCA
REASON: HB 114 from the 2023 legislative session modified the timelines and process for application review and increased importance of a preapplication meeting. The current rules include multiple provisions that authorize the department to grant a variance from certain requirements. New Rule I provides the requirements for a variance request. The current rule references forms that are no longer in use. This amendment is necessary to implement HB 114 and New Rule I and to remove forms that are no longer in use.
36.12.103 FORMS AND SPECIAL FEES (1) remains the same.
(2) The department will assess the following filing fees:
(a) For an Application for Beneficial Water Use Permit, Form No. 600, filed pursuant to 85-2-330, 85-2-336, 85-2-341, 85-2-343, or 85-2-344, MCA, or in an administratively closed basin pursuant to 85-2-319, 85-2-321, or 85-2-322, MCA, or a controlled groundwater area pursuant to 85-2-506 and 85-2-507, MCA, or filed under a compact pursuant to Title 85, chapter 20, MCA, for all surface water, or a groundwater appropriation of greater than 35 gallons per minute, there shall be a fee of $1000 $2900. If the application meets the requirements for a pre-application review preapplication meeting as determined by the department under [NEW RULE II], the fee shall be $800 $1600;
(b) For an Application for Beneficial Water Use Permit, Form No. 600, filed pursuant to 85-2-330, 85-2-336, 85-2-341, 85-2-343, or 85-2-344, MCA, or in an administratively closed basin pursuant to 85-2-319, 85-2-321, or 85-2-322, MCA, or a controlled groundwater area pursuant to 85-2-506 and 85-2-507, MCA, or filed under a compact pursuant to Title 85, chapter 20, MCA, for a groundwater appropriation of 35 gallons per minute or less, there shall be a fee of $200 $400;
(c) For an Application for Beneficial Water Use Permit, Form No. 600, not filed pursuant to 85-2-330, 85-2-336, 85-2-341, 85-2-343, or 85-2-344, MCA, nor in an administratively closed basin pursuant to 85-2-319, 85-2-321, or 85-2-322, MCA, nor a controlled groundwater area pursuant to 85-2-506 and 85-2-507, MCA, nor filed under a compact pursuant to Title 85, chapter 20, MCA, for all surface water, or a groundwater appropriation of greater than 35 gallons per minute there shall be a fee of $800 $2500. If the application meets the requirements for a pre-application review preapplication meeting under [NEW RULE II] as determined by the department, the fee shall be $600 $1200;
(d) $150, in addition to the fees in either (a), (b), or (c) for an Interim Permit Request, Form No. 636;
(e)(d) $125 $250 for a Notice of Completion of Groundwater Development, Form No. 602, filed for groundwater developments with a maximum use of 35 GPM gpm or less, not to exceed ten acre-feet per year;
(f)(e) $125 $250 for an Application for Provisional Permit for Completed Stockwater Pit or Reservoir, Form No. 605, filed for a pit or reservoir with a maximum capacity less than 15 acre-feet;
(g)(f) $900 $2500 for an Application to Change a Water Right, Form No. 606, except for an application that meets the requirements for a pre-application preapplication meeting under [NEW RULE II] review as determined by the department, where there shall be a $700 $1500 fee;
(h)(g) $200 $400 for an Application to Change a Water Right, Form No. 606 in the following instances:
(i) if the change application concerns a replacement well greater than 35 GPM gpm or ten acre-feet, or a municipal well that does not exceeds 450 GPM gpm, or replacement reservoir located on the same source; or
(ii) remains the same.
(i)(h) $200 $400 for an Application for Extension of Time, Form No. 607;
(j)(i) $50 $100, plus $10 $20 for each water right transferred after the first water right, for a Water Right Ownership Update, Form No. 608. The total amount shall not exceed $300 $600;
(k)(j) $25 $50 for an Objection to Application, Form No. 611;
(l)(k) $200 $400 for an Application to Renew a Temporary Water Right Change, Form No. 626;
(m)(l) $1500 $3000 for a Controlled Groundwater Area Petition, Form No. 630. The petitioner shall also pay:
(i) through (vi) remain the same.
(n)(m) $1500 $3000 for a Petition for Closure of a Highly Appropriated Basin, Form No. 631. The petitioner shall also pay:
(i) through (vi) remain the same.
(o)(n) $100 $150 for a Replacement Well Notice, Form No. 634;
(p)(o) $50 $200 for a Redundant Well Construction Notice, Form No. 635;
(q)(p) $200 $1000 for a Reinstatement Request, Form No. 637;
(r)(q) $800 $1600 for a Water Reservation Application for Instream Flow, Form No. 638. The applicant shall also pay:
(i) through (iv) remain the same.
(s)(r) $50 $150 for each divided water right on Form No. 641, DNRC Ownership Update, Divided Interest;
(t)(s) $50 $150 for each exempted water right on Form No. 642, DNRC Ownership Update, Exempt (Reserved) Split or Split and Sever of a Water Right;
(u) and (v) remain the same but are renumbered (t) and (u).
(w)(v) $200 $400 for Form No. 645, Permit Registration for Groundwater Use Within the National Park Service Compact Area;
(x)(w) $200 $400 for Form No. 646, Geothermal Heating/Cooling Notice of Completion;
(y) remains the same but is renumbered (x).
(z) $200 for Form No. 650, Temporary Lease of Appropriation Right;
(aa)(y) $400 $800 for Form No. 651, Petition to Modify a Permit or Change Authorization; and
(ab)(z) $750 $1500 for Form No. 652, Petition for Stream Depletion Zone.;
(aa) $500 for Form No. 600P, Permit Preapplication Meeting. This fee will be credited to the filing fee of Form No. 600 for preapplication meetings that meet the requirements of [NEW RULE II]; and
(ab) $500 for Form No. 606P, Change Preapplication Meeting. This fee will be credited to the filing fee of Form No. 606 for preapplication meetings that meet the requirements of [NEW RULE II].
(3) There shall be no fees charged for filing the following forms:
(a) through (d) remain the same.
(e) Form No. 636, Petition to Subordinate a State Water Reservation;
(e) remains the same but is renumbered (f).
(f)(g) Form No. 640, Certification of Water Right Ownership Update;
(g) Form No. 648, Petition to Subordinate a State Water Reservation; and
(h) Form No. 649, Surface Water Measurement Data Form.
(h) Form No. 653, Variance Request;
(i) Form No. 654, Public Comment; and
(j) Form No. 655, Application Amendment Form.
(4) The department will charge special service fees not to exceed reasonable amounts, including, but not limited to the following:
(a) and (b) remain the same.
(c) reasonable public information access fees including copies, blueprints or tracings, audio copies of a hearing, and other requests as per 2-6-110, MCA, and department public information policy.
AUTH: 85-2-113, MCA
IMP: 85-2-113, 85-2-302, 85-2-306, 85-2-307, 85-2-311, 85-2-312, 85-2-314, 85-2-402, 85-2-426, 85-2-427, 85-2-436, 85-20-401, MCA
REASON: Fees associated with processing applications have not been updated since 2013. The legislature approved funding for HB114 with a 50/50 split between general fund and state special revenue funds needed for implementation. The fee increases proposed in this rule package provide the necessary revenue from state special revenue to hire the staff to meet the deadlines in HB114. Outdated forms need to be removed and new forms associated with HB 114 need to be added. The titles of some forms are being updated to clarify for consistency with the purpose of the form.
36.12.110 LEGAL LAND DESCRIPTION STANDARDS (1) Primary or secondary points of diversion must be described as one or more of the following:
(a) and (b) remain the same.
(c) government lot, 1/4 section, section, township, range, and county; or
(d) certificate of survey number with or without a lot number, if present, 1/4 section, section, township, range, and county; or.
(e) latitude/longitude coordinates and the geodetic reference system used to collect the coordinates.
(2) remains the same.
(3) Transitory diversions must be described as the most upstream diversion point and the most downstream diversion point. a measurement in stream miles downstream from the upstream point. For example the transitory diversion will extend from the upstream point to approximately one mile downstream.
(4) If secondary diversions are described, they must be identified as "secondary" and meet one of the description standards in (1).
(5) The legal land description for the place of use must be listed to the nearest reasonable and concise legal land description. For example, it would be appropriate to describe 20 acres in the N½NWNW rather than ten acres in the NWNWNW and ten acres in the NENWNW. For a subdivision covering most of the SW, it would be appropriate to describe the place of use as the SW rather than the NWSW, NESW, SWSW, and SESW.
AUTH: 85-2-113, MCA
IMP: 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-415 through 85-2-419, 85-2-436, 85-2-437, 85-2-439, 85-2-501 through 85-2-512, 85-2-601 through 85-2-606, 85-2-608, 85-2-804 through 85-2-806, MCA
REASON: This amendment is necessary to clarify legal description standards approved by the department including the use of latitude and longitude coordinates. The examples removed from (3) and (5) are more appropriate for explanatory documents or forms. The removal of the alternative method for describing transitory points of diversion is necessary to increase consistency.
36.12.111 MAP STANDARDS (1) A United States geological survey (USGS) quadrangle maps or United States Department of Agriculture (USDA) Maps or aerial photographs must be included with the application and the following items must be clearly identified on the map:
(a) through (d) remain the same.
(e) all past and proposed points of diversion;
(f) all past and proposed places of use;
(g) past and proposed reservoir locations, if applicable; and
(h) past and proposed conveyance facilities ditch or pipeline locations.; and
(i) date the aerial photograph was taken, if available.
(2) Maps must reflect the place of use of all associated water rights.
(3)(2) Additional maps must be submitted if the information on one map cannot convey the required information clearly. and must be of the same scale so that they can be overlain.
(4)(3) For change applications to irrigation water rights, in addition to the information map required to be mapped in (1) and (2), the following items must be clearly identified on the map: a copy of the Water Resources Survey map, if available for the land affected by the change, shall be submitted with the historically irrigated acreage identified.
(a) all past points of diversion;
(b) all past places of use;
(c) all past reservoir locations, if applicable; and
(d) all past locations of conveyance facilities.
(5) For change applications, all historically irrigated acreage must be identified on an aerial photograph that shows the date the aerial photo was taken.
(6) In addition, a county plat map obtained from the county office may be submitted. The county plat map must show the same information as required under (1).
AUTH: 85-2-113, MCA
IMP: 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-415 through 85-2-419, 85-2-436, 85-2-437, 85-2-439, 85-2-501 through 85-2-512, 85-2-601 through 85-2-606, 85-2-608, 85-2-804 through 85-2-806, MCA
REASON: Applicants currently have access to a wide variety of maps and aerial photographs that were not readily available at the time this rule was written. The amendment to (1) is necessary to allow the use of modern map and photograph resources and not unduly restrict the source of the map or photograph. The amendment to (2) is necessary to recognize that modern technology can easily overlay maps of different scales, and the requirement is no longer useful or necessary. The amendment to (3) is necessary to clarify the requirements for each application type. The amendment removes the requirement that the applicant provide a copy of the WRS map because the DNRC possesses complete WRS maps.
36.12.112 PERIOD OF DIVERSION AND PERIOD OF USE STANDARDS
(1) The department will use the following standards for period of diversion and use based on the purpose of beneficial water use: Deviations from the standards listed below require information supporting the period of diversion or use requested in an application:
(a) through (c)(v) remain the same.
(vi) climatic area VI April 25 to October 5
(2) remains the same.
(3) Applications for temporary permits must identify the beginning and ending month, day, and year.
(4)(3) Period of use for purposes other than domestic, stock, or irrigation The basis for the requested periods for other uses must be explained and documented based on the operation of the project.
(4) Deviations from the period of use standards listed in (1) must be explained and documented based on the operation of the project.
AUTH: 85-2-113, MCA
IMP: 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-415 through 85-2-419, 85-2-436, 85-2-437, 85-2-439, 85-2-501 through 85-2-512, 85-2-601 through 85-2-606, 85-2-608, 85-2-804 through 85-2-806, MCA
REASON: The addition of climatic region VI is necessary to ensure all of the climatic regions of the state are identified in rule. Section (3) which is being deleted relates to start and end dates for a temporary permit and does not refer to period of diversion or period of use. The amendments to (3) and (4) are necessary to clarify when additional information regarding the period of use must be provided and the information required to support a deviation from the period of use standards.
36.12.113 RESERVOIR STANDARDS (1) An application project involving a new or existing reservoir must identify the capacity of the reservoir and include the annual volume of water that will evaporate net evaporation pursuant to ARM 36.12.116 from the reservoir water surface.
(2) through (5) remain the same.
(6) Place of storage does not include:
(a) reservoirs, pits, pit-dams, or ponds with a capacity of less than 0.10 acre-feet; or
(b) the use of a temporary or permanent diversion structure within a canal or ditch designed to raise water surface elevation for primary diversions or to direct flows to a secondary conveyance facility.; or
(7) remains the same but is renumbered (6)(c).
(8) remains the same but is renumbered (7).
AUTH: 85-2-113, MCA
IMP: 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-415 through 85-2-419, 85-2-436, 85-2-437, 85-2-439, 85-2-501 through 85-2-512, 85-2-601 through 85-2-606, 85-2-608, 85-2-804 through 85-2-806, MCA
REASON: The amendment is necessary to clarify that reservoir capacity is required and that evaporation calculations should be based on net evaporation, which is a more accurate representation of conditions. The remaining amendment is necessary to improve readability and clarity.
36.12.116 EVAPORATION STANDARDS (1) The following reports contain acceptable methods for estimating evaporation losses: Net evaporation will be evaluated using:
(a) Joint Technical Working Group Report, Water Rights Compact Between the State of Montana and the Department of the Interior, Bureau of Land Management, November 1998;
(b)(a) Estimation of Evaporation from Shallow Ponds and Impoundments in Montana, Donald E. Potts, Miscellaneous Publication No. 48, Montana Conservation and Experiment Station School of Forestry, University of Montana, Missoula, March 1988;
(c)(b) Evaporation Pond Design for Agricultural Wastewater Disposal, USDA Soil Conservation Service, Montana Technical Note: Environment No. 7, February 1974; or
(c) other department-approved methods.
(d) Evaporation from Lakes and Reservoirs, a study based on 50 years of weather bureau records, Minnesota Resource Commission, June 1942; and
(e) A standard USGS evaporation pan is acceptable. The standard pan is four feet in diameter and ten inches deep and measured daily.
(2) Deviations If the applicant proposes to deviate from the acceptable standards in (1), require the applicant will be required to provide additional information supporting the volume requested for evaporation losses net evaporation.
(3) The department will determine the acceptability of other evaporation loss net evaporation estimates on a case-by-case basis.
AUTH: 85-2-113, MCA
IMP: 85-2-301 through 85-2-319, 85-2-321 through 85-2-323, 85-2-329 through 85-2-331, 85-2-335 through 85-2-338, 85-2-340 through 85-2-344, 85-2-350, 85-2-351, 85-2-401, 85-2-402, 85-2-407, 85-2-408, 85-2-410 through 85-2-413, 85-2-415 through 85-2-419, 85-2-436, 85-2-437, 85-2-439, 85-2-501 through 85-2-512, 85-2-601 through 85-2-606, 85-2-608, 85-2-804 through 85-2-806, MCA
REASON: Net evaporation reflects the most accurate way to evaluate evaporation from a proposed project. The department does not use the Joint Technical Working Group Report, Water Rights Compact Between the State of Montana and the Department of the Interior, Bureau of Land Management, November 1998; the Evaporation from Lakes and Reservoirs, a study based on 50 years of weather bureau records, Minnesota Resource Commission, June 1942; or a standard USGS pan for determining evaporation.
As newer methods become available for calculating net evaporation, the department needs to be able to evaluate those methods. This amendment is necessary to reflect the accepted methods for calculating net evaporation and to provide the flexibility for the applicants to justify the use of new methods.
36.12.117 OBJECTION TO APPLICATION (1) through (10) remain the same.
(11) The department will mail notice to the objector of the Objection to Application of any deficiencies in the objection. The objector must address the information requested in the Objection Deficiency Notice and must have the response postmarked or hand delivered to the department within 15 calendar business days from the date on the Objection Deficiency Notice. A fax submission of the deficiency letter response will be accepted provided the original response is postmarked timely. Electronic mail (E-mail) submissions of a response will not be accepted.
(12) through (17) remain the same.
AUTH: 85-2-308, MCA
IMP: 85-2-308, MCA
REASON: HB 114 from the 2023 legislative session sets forth the timeline for an objector to respond to a deficiency letter. This amendment is necessary to reflect the timelines in HB 114.
36.12.121 AQUIFER TESTING REQUIREMENTS (1) Aquifer testing design and procedures must follow standard procedures that are discussed in hydrogeology textbooks and professional literature. A hydrogeologist, hydrologist, or engineer familiar with aquifer testing procedures must supervise the aquifer test; however, the supervisor does not need to be on site.
(a) Applicants are encouraged to confer with department staff prior to designing an aquifer test.to ensure that the test will not have to be repeated, which may require additional expense.
(b) Department staff will provide guidance on testing procedures, monitoring, and reporting, but will not provide technical support or assistance. Requests for variance from testing requirements must be submitted to the appropriate regional office manager.
(2) Minimum information that must be submitted with applications:
(a) a topographic map with labeled location of production and observation wells and water discharge point;
(b) if available, a geologic map, stratigraphic, geomorphic, or lithologic descriptions, and drilling logs well logs of production and observation wells; and
(c) distances between the pumping well and the observation well, and depths, dimensions, and perforated intervals of each well as specified on Form No. 633;
(d) wellhead elevation, surveyed elevations if available;
(e) a description of testing methods; and
(f)(c) Form No. 633, in electronic format, with all information and data provided.
(3) Minimum testing procedures are as follows.:
(a) Pumping must be maintained at a constant discharge rate throughout the duration of the test. The rate may not depart from the average pumping rate by more than 5%.
(b) The discharge average pumping rate must be equal to or greater than the proposed flow rate for the entire duration of the test if the application is for one well or if the total proposed rate for multiple wells can be obtained from a single well. The discharge rate may be less than the proposed rate if the application is for multiple wells and the total proposed rate cannot be obtained from a single well, so long as the remainder can be demonstrated from the remaining wells under (f).
(c) The proposed pumping rate may be demonstrated by testing multiple wells as long as (e) is met by one well and the remaining flow rate is demonstrated by eight-hour drawdown and yield tests on additional production wells under (e)(ii) and (e)(iii).
(c)(d) Discharge Pumping rate must be measured with a reliable measuring device and recorded with clock time according to the schedule on Form No. 633.
(d)(e) Minimum duration of pumping during an aquifer test must be 24 hours for a proposed use or discharge pumping rate and volume equal to or less than of 150 GPM gpm or less and a proposed volume of 50 acre-feet or less., or 72 hours for a proposed pumping rate and volume greater than 150 GPM or 50 acre-feet.
(i) At a minimum if a variance from (e) is granted, an eight-hour drawdown and yield test is required on all new production wells.
(ii) In addition to (e), if more than one new production well is proposed, at a minimum an eight-hour drawdown and yield test is required on all subsequent new production wells.
(iii) The testing procedures for a minimum eight-hour drawdown and yield test performed on any production well must follow (a), (d), and (h).
(e) Minimum duration of pumping during an aquifer test must be 72 hours for a proposed use or discharge of greater than 150 gpm and proposed volume greater than 50 acre-feet.
(f) Eight-hours duration drawdown and yield tests must be conducted on additional production wells.
(g) Discharged water must be conveyed a sufficient distance from the production and observation wells to prevent recharge to the aquifer during the test. Adequate water conveyance devices include pipe, large-diameter hose (e.g., fire hose), lined ditch or canal, or an existing irrigation system.
(h)(f) One or more observation wells must be completed in the same water-bearing zone(s) or source aquifer as the proposed production well and close enough to the production well so that drawdown is measurable and far enough that well hydraulics do not affect the observation well. If existing wells are monitored they must not be pumped, or if pumped should be monitored at a frequency necessary to separate the effects of the pumping.
(i) Electronic pressure transducer/data logger instrumentation, electric well probes, pressure gauges on turbine pumped wells, or graduated steel tapes are acceptable methods of measuring groundwater levels.
(j)(g) Background Ggroundwater levels in the production well and observation well(s) must be monitored at frequent intervals for at least two days prior to beginning the aquifer test according to Form No. 633. to evaluate background water-level trends. An applicant must evaluate and correct for background water-level trends.
(k)(h) Water levels in the production well and/or observation well(s) must be measured reported with 0.01-foot precision according to the schedule specified on Form No. 633.
(4) An applicant may make a written request for a variance from the aquifer testing requirements in (2) and (3). The variance process is provided for in [NEW RULE I].
AUTH: 85-2-113, 85-2-370, MCA
IMP: 85-2-302, 85-2-311, 85-2-330, 85-2-337, 85-2-341, 85-2-343, 85-2-344, 85-2-360, 85-2-361, 85-2-362, 85-2-402, 85-2-506, 85-2-508, MCA
REASON: The current rule includes requirements that are not necessary for a valid aquifer test. This amendment removes references to unnecessary information and clarifies that eight-hour drawdown and yield tests are required on additional production wells in a multi-well system.
36.12.1401 PERMIT AND CHANGE APPLICATION MODIFICATION
(1) After application acceptance, an applicant may modify any Any element of a permit or change application may be modified prior to the department's issuance of a draft preliminary determination.
(2) Modification of an element of a permit or change application requires an application amendment Form No. 656 to be submitted to the department which identifies the elements being modified;
(3) Modification of an element will reset the statutory timelines for application processing identified in 85-2-302 and 85-2-307, MCA.
(a) If the applicant completed a preapplication meeting and the modification does not require the department to update its technical analyses, the reduced preapplication timelines shall still apply.
(b) If the applicant completed a preapplication meeting and the modification requires the department to update any of its technical analyses, the reduced preapplication timelines shall no longer apply.
(2) remains the same but is renumbered (4).
(3)(5) In addition to resetting timelines identified in (1), The the priority date of a permit application or the date received of a change application will be changed to the date the last modification was made if a modification changes the nature or scope of the permit or change application information. A change in the nature or scope of the permit or change includes the following types of modifications:
(a) through (j) remain the same.
(6) If the draft preliminary determination is to deny or to grant with modifications, the applicant may modify their application, after the draft preliminary determination has been issued. The applicant may modify their application only if they have been granted an extension of time under 85-2-307(3), MCA, and may only modify it one time under this provision.
(4) If an applicant decides at any point in the water right application process to complete a different application for the same project, the applicant must complete a new application form. The date received will be the date the new application is submitted to the department. The department will review the application based on the requirements for that type of application.
AUTH: 85-2-113, MCA
IMP: 85-2-302, 85-2-307, MCA
REASON: This amendment is necessary to incorporate changes to the permitting process based on statutory changes in HB 114. The goal is to provide clear steps for when an application can be modified and what happens when the application is modified.
36.12.1501 PERMIT AND CHANGE APPLICATION DEFICIENCY LETTER AND TERMINATION (1) If the department determines the application does not contain the information requested in ARM 36.12.1601, the department will notify the applicant in one deficiency letter of any defects in a permit or change application within 180 days of receipt of the application. The defects and the administrative rules not met will be identified in the deficiency letter.
(a) If a preapplication meeting is held, and the application is filed in compliance with [NEW RULE II], the applicant will be notified of any defects within 15 business days of receipt of the application by the appropriate regional office.
(b) If there was no preapplication meeting, the applicant will be notified of any defects within 30 business days of receipt of the application by the appropriate regional office.
(2) remains the same.
AUTH: 85-2-113, MCA
IMP: 85-2-302, 85-2-307, MCA
REASON: HB 114 from the 2023 legislative session modified the timelines and process for application review. This amendment is necessary to establish the requirements and procedures for deficiency letters consistent with the timelines set forth in HB 114.
36.12.1601 WATER RIGHT PERMIT AND CHANGE APPLICATION -CORRECT AND COMPLETE DETERMINATION (1) remains the same.
(2) A correct and complete application must conform to the standard of substantial and credible information and all applicable sections of the application form and addendums must be completed with the required information.
(2) through (4) remain the same but are renumbered (3) through (5).
(5) A water right permit application will be deemed correct and complete if a permit applicant's information, required to be submitted by ARM 36.12.110 through 36.12.116, 36.12.120, 36.12.121, 36.12.1301, 36.12.1401, 36.12.1701 through 36.12.1707, and 36.12.1802, conforms to the standard of substantial credible information and all the necessary parts of the application form requiring the information, including any required addendums, have been filled in with the required information.
(6) A water right change application will be deemed correct and complete if an applicant's information, required to be submitted by ARM 36.12.110 through 36.12.116, 36.12.121, 36.12.1301, 36.12.1401, 36.12.1801, 36.12.1802, 36.12.1901 through 36.12.1904, and 36.12.2001, conforms to the standard of substantial credible information and all the necessary parts of the application form requiring the information, including any required addendums, have been filled in with the required information.
AUTH: 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to improve the readability of the correct and complete rules, to delete redundancies, and to reduce confusion regarding the applicability of this rule.
36.12.1702 PERMIT APPLICATION CRITERIA - PHYSICAL SURFACE WATER AVAILABILITY (1) Physical availability for perennial or intermittent streams will be determined based on monthly flow rate and volume.
(1)(a) If actual stream gaging gage records are available, or the source has been otherwise measured, or quantified by a public entity, the those measurement records shall will be used to estimate the median of the mean monthly flow rates and volumes for the stream gaging station period of record during the proposed months of diversion at the source of supply in the amount the applicant seeks to appropriate quantify physical availability during the proposed months of diversion.
(b) If measurement records pursuant to (1)(a) are not available, physical availability may be estimated using a department-accepted method in conjunction with applicant collected flow measurements to validate the estimation technique. The applicant must collect a minimum of three measurements that reflect high, moderate, and low flows during the period of diversion. The applicant shall explain how the measurements are representative of high, moderate, and low flows.
(2) Physical availability for ephemeral streams will be determined based on annual runoff volume above the proposed point of diversion using climate and drainage area data.
(3) Physical availability for a lake will be determined based on stored volume.
(a) If the volume of a lake has been quantified by a qualified entity based on bathymetric data, that volume will be used to quantify physical availability.
(b) If the volume of a lake has not been quantified pursuant to (3)(a), volume may be quantified by a qualified professional based on department-approved methodology.
(4) For all other source types, physical availability of water will be determined based on monthly flow rate and volume. The applicant is required to collect measurements for these sources once monthly at department-approved intervals during the proposed period of diversion.
(5) Streamflow measurements required in (1)(b) and (4) must include a description of the methodology used to collect measurements and include all data collected.
(6) The department will determine the acceptability of measurements based on the information submitted. Measurements collected by an applicant must be measured in CFS or GPM and be collected at a department-approved location on the source of supply. The department may require from the applicant additional information and data necessary to complete its analysis.
(7) An applicant may make a written request for a variance from the measurement requirements in (1)(b) or (4) as provided for in [NEW RULE I].
(2) If actual stream gaging records are not available, or the source has not been otherwise measured or quantified by a public entity, an accepted method for estimating surface water flow rates and volumes shall be used in conjunction with discharge measurements to validate the estimation technique used.
(3) Except as provided in (4), stream flow measurements in cfs or gpm must be collected at least once every month during the proposed period of diversion at the most suitable location on the source of supply, which is typically at or directly upstream of the proposed point of diversion.
(4) If it is not possible to take measurements every month due to high spring flow conditions or other limiting conditions, the department may grant a variance to the measurement requirements in (3).
(a) A request for a variance from measurement requirements must be submitted in writing to the appropriate regional office.
(b) A variance may not completely relieve the applicant of the requirement of taking measurements.
(5) Measurements must be submitted on Form 649 in electronic format with all information and data provided.
(6) In addition to validating estimation techniques, measurements may, in some cases and upon approval of the department, be used as evidence of physical availability.
(7) The methods described in the following reports may be acceptable for estimating surface water flow rates and volumes:
(a) "A Method for Estimating Mean and Low Flows of Streams in National Forests of Montana," USGS Water Resources Investigation Report 85-4071;
(b) "Estimated Monthly Percentile Discharges at Ungaged Sites in the Upper Yellowstone River Basin in Montana," USGS Water Resources Investigation Report 86-4009;
(c) "A Method for Estimating Mean Annual Runoff of Ungaged Streams Based on Characteristics in Central and Eastern Montana," USGS Water Resources Investigation Report 84-4143;
(d) "Estimates of Monthly Flow Characteristics at Selected Sites in the Upper Missouri River Basin, Montana, Base Period Water Years 1937 - 86," USGS Water Resources Investigations Report 89-4082;
(e) "Mean Annual Runoff and Peak Flow Estimates Based on Channel Geometry of Streams in Southeastern MT," USGS Water Resources Investigation Report 82-4092;
(f) "Mean Annual Runoff and Peak Flow Estimates Based on Channel Geometry of Streams in Northeast and Western Montana," USGS Water Resources Investigation Report 83-4046;
(g) "Estimates of Mean Monthly Stream Flow for Selected Sites in the Musselshell River Basin, Montana," USGS Water Resources Investigation Report 89-4165;
(h) "Synthesis of Monthly and Annual Streamflow Records (Water Years 1950-2003) for Big Sandy, Clear, Peoples, and Beaver Creeks in the Milk River Basin, Montana", USGS SIR 2005-5216;
(i) "Synthesis of Monthly Natural Flows for Selected Sites in the Musselshell River Basin, Montana, Base Period 1929-89", USGS WRIR 96-4094;
(j) "Synthesis of Natural Flows at Selected Sites in and near the Milk River Basin, Montana, 1928-89", USGS WRIR 95-4022;
(k) "Estimates of Monthly Streamflow Characteristics and Dominant Discharge Hydrographs for Selected Sites in the Lower Missouri and Little Missouri Basins in Montana", USGS WRIR 94-4098;
(l) "Streamflow Characteristics of Small Tributaries of Rock Creek, Milk River Basin, Montana, Base Period Water Years 1983-87", USGS WRIR 89-4206;
(m) "Methods for Estimating Monthly Streamflow Characteristics at Ungaged Sites in Western Montana", USGS WSP 2365; and
(n) "Streamflow Characteristics of Mountain Streams in Western Montana", USGS WSP 2260.
(o) Other professionally documented hydrologic methods for estimating stream flow or annual runoff which may be applicable and acceptable to the department, including the Orsborn method, Mannings equation, U.S. Natural Resources Conservation Service-developed mean annual runoff data, and drainage area information paired to gaged streams in similar type basins may be acceptable. The department will determine the acceptability of other methods on a case-by-case basis.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, 85-2-311, MCA
REASON: The type of information available and necessary to establish surface water physical availability depends on the surface water source. This amendment is necessary to clarify how physical availability will be determined for different categories of surface water sources. The list of accepted estimation techniques in the current rule are not all-inclusive, and there may be multiple estimation techniques applicable for a given source of water.
36.12.1703 PERMIT APPLICATION CRITERIA - PHYSICAL GROUND WATER GROUNDWATER AVAILABILITY (1) Applicants for groundwater from a developed spring must provide monthly flow measurements taken at regular intervals or at department-approved intervals during the proposed period of diversion. Measurements must be submitted with all information and data necessary for department analysis. The department will determine the acceptability of measurements based on the information submitted. Electronically formatted records may be required. An applicant cannot receive a variance from the monthly measurement requirement for developed springs.
(1)(2) Applicants for groundwater from a means of diversion other than a developed spring must follow aquifer testing requirements and provide to the department, at minimum, information and data in conformance with ARM 36.12.121 unless a variance has been granted by the department under [NEW RULE I].
(3) Physical availability of groundwater will be determined using the measurements in (1), evaluation of the aquifer test data in (2), or using published groundwater data.
(2) The department will complete an evaluation of drawdown in the applicant's production well for the maximum pumping rate and total volume requested in the permit application using the information provided from the aquifer test.
(3) The department will compare the drawdown projected for the proposed period of diversion to the height of the water column above the pump in the proposed production well to determine if the requested appropriation can be sustained.
(4) The requirements of ARM 36.12.121 must be followed, unless a variance has been granted by the department.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to clarify the information necessary to determine physical availability for groundwater. Determination of physical availability for a developed spring must be based on measurements rather than modeling. This amendment is necessary to ensure the department is provided with the information necessary to determine physical availability for developed springs. Drawdown in production wells is related to adequacy of diversion rather than physical availability. This amendment is necessary to remove the drawdown requirement from physical availability. Drawdown is addressed through the amendment to ARM 36.12.1707.
36.12.1704 PERMIT APPLICATION - EXISTING LEGAL DEMANDS LEGAL AVAILABILITY (1) Legal demands usually exist on the source of supply or its downstream tributaries and may be affected by a proposed water right application, including prior appropriations and water reservations. These existing legal demands will be senior to a new application and the senior rights must not be adversely affected:
(a) an applicant may use a plan for mitigation or aquifer recharge, as generally defined in 85-2-102, MCA, as a means of showing water is legally available.
(2)(1) The department will identify and quantify the existing legal demands on the source of supply and those waters to which it is tributary and which the department determines may be affected by the proposed appropriation. Legal demands will be identified based on the water right records in the Water Rights Information System.
(a) For groundwater appropriations, this shall include identification and quantification of existing legal demands for any surface water source that the department determines will could be depleted as a result of the groundwater appropriation.
(2) The department will compare the physical water supply at the proposed point of diversion and the legal demands within the area of potential impact to determine if water is legally available for the proposed permit. For groundwater permits, the department will compare the physical water supply and existing legal demands for impacted groundwater sources and surface water sources it determines will be depleted pursuant to (1)(a), to determine if water is legally available.
(a) The department may consider an applicant's mitigation or aquifer recharge plan as evidence that water is legally available.
(b) The department may consider additional water right information as evidence that water is legally available.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to clarify that the department legal availability analysis: relies on water right records contained in the WRIS to determine legal demands; evaluates legal demands on depleted surface water sources for groundwater applications; and may consider other evidence that relates to legal availability such as mitigation and aquifer recharge. The amendment removes references to adverse effect, which is a separate criterion, and consolidates ARM 36.12.1704 and 36.12.1705 to clarify how legal availability is determined and to remove redundancies.
36.12.1706 PERMIT APPLICATION CRITERIA - ADVERSE EFFECT
(1) Adverse effect for permit applications is based on the applicant's plan showing the diversion and use of water and operation of the proposed project can be implemented and properly regulated during times of water shortage so that the water rights of prior appropriators will be satisfied. An application must include a plan to address adverse effect. The plan must establish how the applicant will comply with a call and describe how the appropriation can be regulated during times of water shortage so the water rights of prior appropriators will not be adversely affected.
(2) The applicant's plan may include the use of mitigation or aquifer recharge as defined in 85-2-102, MCA, as a means of offsetting any adverse effect.
(3)(2) A written narrative must be provided addressing the applicant's plan to prevent potential adverse effects to existing water rights, certificates, permits, and water reservations. The adverse effect plan may include:
(a) and (b) remain the same.
(c) the use of a mitigation or aquifer recharge plan as a means of offsetting adverse effect; or
(d) remains the same.
(4) remains the same but is renumbered (3).
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary for readability and clarity.
36.12.1707 PERMIT APPLICATION CRITERIA - ADEQUATE DIVERSION MEANS AND OPERATION (1) through (4) remain the same.
(5) Preliminary design plans and specifications for the diversion and conveyance facilities and the equipment used to put the water to beneficial use must be submitted including the following:
(a) and (b) remain the same.
(c) the proposed diversion schedule, such as number and timing of irrigation sets;
(d) remains the same but is renumbered (c).
(e)(d) the flow rate and operation of diversions must be described, including the proposed diversion schedule.
(6) remains the same.
(7) For groundwater wells, the department will compare the drawdown projected for the proposed period of diversion to the height of the water column above the bottom of the proposed production well to determine if the well design is adequate for the proposed appropriation.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to include drawdown as a consideration for adequacy of diversion rather than physical availability consistent with the amendment to ARM 36.12.1703.
36.12.1801 PERMIT AND CHANGE APPLICATIONS - BENEFICIAL USE
(1) Water may be appropriated for beneficial use:
(a) by a governmental entity for the public;
(b) by a person for the sale, rent, or distribution to others; or
(c) by a person for the person's own use, unless provided otherwise by statute.
(d) or for other person's use, according to law.
(2)(1) The applicant must explain the following:
(a) how the purpose for the water benefits the applicant or other persons as authorized by law; and
(b) remains the same.
(3)(2) The applicant does not need to explain that the flow rate or volume for each purpose is reasonable if:
(a) the requested volume of water for each purpose conforms to standards set out in ARM 36.12.115 for a permit application or ARM 36.12.1902 for a change application; and
(b) there are no other associated or overlapping water rights appurtenant to the proposed place of use.; or
(c) the purpose of use, place of use, and operation of the proposed project is not changing from that found by the department's historical use analysis.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: The deletion of (1) is necessary because statute defines who can appropriate water for beneficial use. Amended (2)(c) clarifies that certain beneficial use information is not required if certain elements of historic use are not being changed.
36.12.1903 CHANGE APPLICATION - ADVERSE EFFECT (1) Lack of adverse effect for change applications is generally based on the applicant's plan showing the diversion and use of water and operation of the proposed project will not exceed historical use, and can be implemented and properly regulated. A written narrative must be provided addressing the applicant's plan to prevent potential adverse effects to existing water rights, certificates, permits, and water reservations.
(2) The applicant's plan must document the effects to the other water rights including, but not limited to, the following:
(a) through (d) remain the same.
(e) the effects of changing the historical diversion pattern including rate and timing of depletions;
(f) for groundwater applications, the applicant shall explain how the changed water right will affect water levels in wells of junior and senior water rights and the rate and timing of net depletions from hydraulically connected surface waters, and what effect those changes will have on those water rights within the notice area.
(3) The department must consider historical use in determining whether changing the water right would constitute an enlargement of the original water right.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to clarify that the department evaluates net depletion as defined by rule when evaluating a change application.
36.12.1904 CHANGE APPLICATION CRITERIA - ADEQUATE DIVERSION MEANS AND OPERATION (1) remains the same.
(2) Preliminary design plans and specifications for the current and/or proposed diversion and conveyance facilities and the equipment used to put the water to beneficial use must be submitted with the application including the following:
(a) and (b) remain the same.
(c) the historical and proposed flow rate and volume design capacity.
(3) remains the same.
(4) Wells must be constructed according to provisions in ARM Title 36, chapter 21, subchapter 6.
(5) For developed springs an explanation of how the spring will be developed must be included in the application.
(6) For groundwater wells, the department will compare the drawdown projected for the proposed period of diversion to the height of the water column above the bottom of the proposed production well to determine if the well design is adequate for the proposed appropriation.
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: This amendment is necessary to include drawdown as a consideration for adequacy of diversion and to make the adequacy of diversion rule for change applications similar to the rule for permit applications.
5. The department proposes to repeal the following rules:
36.12.1301 PERMIT AND CHANGE APPLICATION ACCEPTANCE
AUTH: 85-2-113, MCA
IMP: 85-2-302, 85-2-310, MCA
REASON: The repeal of this rule is necessary because the requisite information from ARM 36.12.1301 is incorporated into New RULES IV and V.
36.12.1701 FILING A PERMIT APPLICATION
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, 85-2-311, MCA
REASON: The repeal of this rule is necessary because the requisite information from ARM 36.12.1701 is incorporated into NEW RULE IV.
36.12.1705 PERMIT APPLICATION CRITERIA - COMPARISON OF PHYSICAL WATER AVAILABILITY AND EXISTING LEGAL DEMANDS
AUTH: 85-2-113, 85-2-302, MCA
IMP: 85-2-302, MCA
REASON: The repeal of this rule is necessary because the requisite information from ARM 36.12.1705 is incorporated into the amendment to ARM 36.12.1704.
36.12.1901 FILING A CHANGE APPLICATION
AUTH: 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
REASON: The repeal of this rule is necessary because requisite information from ARM 36.12.1901 is incorporated into NEW RULE IV.
6. Pursuant to 2-4-302(1)(c), MCA, based on 2022 application statistics, the department estimates the monetary impact from the increase in fees set forth in the proposed amendments to ARM 36.12.103 as follows:
Subsection | Cumulative annual amount | Persons affected annually |
36.12.103(2)(a) | $7,500.00 | 7 |
36.12.103(2)(b) | $2,000.00 | 10 |
36.12.103(2)(c) | $23,800.00 (8 x $1700.00) + (17 x $600.00) | 25 |
36.12.103(2)(d) | $334,375.00 | 2,675 |
36.12.103(2)(e) | $5,250.00 | 42 |
36.12.103(2)(f) | $33,600 (8 x $1600.00) + (26 x $800.00) | 34 |
36.12.103(2)(g) | $3,200.00 | 16 |
36.12.103(2)(h) | $1,600.00 | 8 |
36.12.103(2)(i) | $627,900.00 | 12,558 |
36.12.103(2)(j) | $225.00 | 9 |
36.12.103(2)(k) | $800.00 | 4 |
36.12.103(2)(l) | $1,500.00 | 1 |
36.12.103(2)(m) | $1,500.00 | 1 |
36.12.103(2)(n) | $1,400.00 | 28 |
36.12.103(2)(o) | $50.00 | 1 |
36.12.103(2)(p) | $800.00 | 1 |
36.12.103(2)(q) | $18,400.00 | 1 |
36.12.103(2)(r) | $1,300.00 | 13 |
36.12.103(2)(s) | $900.00 | 9 |
36.12.103(2)(v) | $450.00 | 9 |
36.12.103(2)(w) | $600.00 | 3 |
36.12.103(2)(y) | $1,600 | 4 |
36.12.103(2)(z) | $750.00 | 1 |
The monetary impact of the new fees set forth in the proposed amendment to ARM 36.12.103(2)(aa) and (ab) is accounted for in ARM 36.12.103(2)(a), (c), and (f).
7. Concerned persons may submit their data, views, or arguments either orally or in writing at the hearing. Written data, views, or arguments may also be submitted in writing to: Martin Balukas, Department of Natural Resources and Conservation, 1539 Eleventh Avenue, P.O. Box 201601, Helena, MT 59620-1601, or e-mail at [email protected], and must be received no later than 5:00 p.m. on November 3, 2023.
8. Martin Balukas, Department of Natural Resources and Conservation, has been designated to preside over and conduct this hearing.
9. The department maintains a list of interested persons who wish to receive notices of rulemaking actions proposed by this agency. Persons who wish to have their name added to the list shall make a written request that includes the name, e-mail, and mailing address of the person to receive notices and specifies for which program the person wishes to receive notices. Notices will be sent by e-mail unless a mailing preference is noted in the request. Such written request may be mailed or delivered to the contact person in 2 above or may be made by completing a request form at any rules hearing held by the department.
10. An electronic copy of this proposal notice is available through the Secretary of State's web site at http://sosmt.gov/ARM/Register.
11. The bill sponsor contact requirements of 2-4-302, MCA, apply and have been fulfilled. The primary bill sponsor was contacted by e-mail on August 1, 2023.
12. With regard to the requirements of 2-4-111, MCA, the department has determined that the adoption, amendment, and repeal of the above-referenced rules will not significantly and directly impact small businesses.
/s/ Brian Bramblett /s/ Amanda Kaster
Brian Bramblett Amanda Kaster
Rule Reviewer Director
Natural Resources and Conservation
Certified to the Secretary of State September 26, 2023.