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HomeMy WebLinkAboutAppendix D_Physical Setting Documentation APPENDIX D PHYSICAL SETTING DOCUMENTATION Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand,protect,or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions.The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning,onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://soils.usda.gov/sqi/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center(http://offices.sc.egov.usda.gov/locator/app? agency=nres) or your NRCS State Soil Scientist(http://soils.usda.gov/contact/ state—off ices/). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information. The U.S. Department of Agriculture(USDA)prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal,or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information(Braille, large print, audiotape,etc.)should contact USDA's TARGET Center at(202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice)or(202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 SoilMap..................................................................................................................7 SoilMap................................................................................................................8 Legend..................................................................................................................9 MapUnit Legend................................................................................................10 MapUnit Descriptions........................................................................................10 Gallatin County Area, Montana.......................................................................12 65C—Bigbear loam, 4 to 8 percent slopes..................................................12 267E—Roy cobbly clay loam, 15 to 60 percent slopes...............................13 407A—Sudworth-Nesda foams, 0 to 2 percent slopes................................14 512B—Enbar-Nythar loams, 0 to 4 percent slopes.....................................16 523A—Enbar-Nythar loams, cool, 0 to 4 percent slopes............................18 542A—Blossberg loam, 0 to 2 percent slopes............................................19 606A—Bandy-Riverwash-Bonebasin complex, 0 to 2 percent slopes........21 614F—Adel loam, 15 to 60 percent slopes.................................................23 UL—Urban land...........................................................................................24 References............................................................................................................25 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area.They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles.A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform,a soil scientist develops a concept,or model,of how they were formed.Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit.Aerial photographs show trees,buildings,fields, roads, and rivers, all of which help in locating boundaries accurately. 6 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) M Very Stony Spot Map Scale:1:7,140 if printed on A size(8.5"X 11")sheet. Area of Interest(AOI) Wet Spot Soils The soil surveys that comprise your AOI were mapped at 1:24,000. i Other Soil Map Units Special Line Features Warning:Soil Map may not be valid at this scale. Special Point Features Gully ".J Blowout Enlargement of maps beyond the scale of mapping can cause Short Steep Slope 9 P Y PP� 9 ® Borrow Pit misunderstanding of the detail of mapping and accuracy of soil line Other placement.The maps do not show the small areas of contrasting X Clay Spot Political Features soils that could have been shown at a more detailed scale. ♦ Closed Depression 0 Cities x Gravel Pit 0 PLSS Township and Please rely on the bar scale on each map sheet for accurate map Gravelly Spot Range measurements. PLSS Section ® Landfill Source of Map: Natural Resources Conservation Service Water Features Web Soil Survey URL: http://websoilsurvey.nres.usda.gov A Lava Flow Streams and Canals Coordinate System: UTM Zone 12N NAD83 Marsh or swamp Transportation 5t Mine or Quarry i-F+ Rails This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. p Miscellaneous Water xy Interstate Highways p Perennial Water N US Routes Soil Survey Area: Gallatin County Area,Montana .i Rock Outcrop Major Roads Survey Area Data: Version 16,Apr 18,2012 + saline Spot Local Roads Date(s)aerial images were photographed: 8/27/2005 Sandy spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background p Sinkhole imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. Slide or Slip 0 Sodic Spot Spoil Area Q Stony Spot Custom Soil Resource Report Map Unit Legend Gallatin County Area,Montana(MT622) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 65C Bigbear loam,4 to 8 percent slopes 2.0 1.7% 267E Roy cobbly clay loam,15 to 60 percent 5.5 4.7% slopes 407A Sudworth-Nesda loams,0 to 2 percent 40.9 35.5% slopes 512E Enbar-Nythar loams,0 to 4 percent slopes 20.2 17.6% 523A Enbar-Nythar loams,cool,0 to 4 percent 12.7 11.0% slopes 542A Blossberg loam,0 to 2 percent slopes 9.9 8.6% 606A Bandy-Riverwash-Bonebasin complex,0 to 21.1 18.3% 2 percent slopes 614F Adel loam,15 to 60 percent slopes 2.91 2.5% UL Urban land 0.0 0.0% Totals for Area of Interest 115.1 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils.On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management.These are called contrasting,or dissimilar,components.They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with 10 Custom Soil Resource Report some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Gallatin County Area, Montana 65C—Bigbear loam, 4 to 8 percent slopes Map Unit Setting Elevation: 4,700 to 6,000 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 37 to 43 degrees F Frost-free period: 80 to 95 days Map Unit Composition Bigbear and similar soils: 90 percent Minor components: 10 percent Description of Bigbear Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material:Alluvium Properties and qualities Slope:4 to 8 percent Depth to restrictive feature. More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 30 percent Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Available water capacity: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability(nonirrigated):4e Ecological site: Silty (Si)20"+ p.z. (R043BS323MT) Typical profile 0 to 9 inches: Loam 9 to 35 inches: Cobbly clay 35 to 60 inches: Cobbly sandy clay loam Minor Components Bigbear Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 20"+ p.z. (R043BS323MT) Burnel Percent of map unit: 3 percent 12 Custom Soil Resource Report Landform:Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Clayey (Cy) 15-19" p.z. (R044XS35OMT) Storyhill Percent of map unit: 2 percent Landform: Hills Down-slope shape: Linear Across-slope shape: Linear Ecological site:Silty-Droughty(SiDr)20"+p.z. (R043BS709MT) 267E—Roy cobbly clay loam, 15 to 60 percent slopes Map Unit Setting Elevation:4,750 to 6,000 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Map Unit Composition Roy and similar soils: 90 percent Minor components: 10 percent Description of Roy Setting Landform: Escarpments Down-slope shape: Linear Across-slope shape: Linear Parent material: Clayey alluvium Properties and qualities Slope: 15 to 60 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high(0.20 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline(0.0 to 4.0 mmhos/cm) Available water capacity: Low(about 4.7 inches) Interpretive groups Land capability(nonirrigated):7e Ecological site:Clayey-Droughty (CyDr) 15-19"p.z. (R044XS724MT) Typical profile 0 to 6 inches: Cobbly clay loam 13 Custom Soil Resource Report 6 to 24 inches:Very cobbly clay 24 to 60 inches: Extremely cobbly clay loam Minor Components Roy Percent of map unit: 5 percent Landform: Escarpments Down-slope shape: Linear Across-slope shape: Linear Ecological site: Clayey-Droughty (CyDr) 15-19" p.z. (R044XS724MT) Meagher Percent of map unit: 3 percent Landform: Escarpments Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Bowery Percent of map unit: 2 percent Landform: Escarpments Down-slope shape: Linear Across-slope shape: Linear Ecological site: Overflow (Ov) 15-19" p.z. (R044XS351 MT) 407A—Sudworth-Nesda loams, 0 to 2 percent slopes Map Unit Setting Elevation: 4,300 to 5,800 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period., 90 to 110 days Map Unit Composition Sudworth and similar soils: 60 percent Nesda and similar soils:25 percent Minor components: 15 percent Description of Sudworth Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material:Alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained 14 Custom Soil Resource Report Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 48 to 96 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Available water capacity: Moderate(about 7.1 inches) Interpretive groups Land capability classification(irrigated): 3e Land capability(nonirrigated): 3e Ecological site: Silty (Si) 15-19"p.z. (R044XS355MT) Typical profile 0 to 24 inches: Loam 24 to 29 inches: Loam 29 to 60 inches: Extremely gravelly sand Description of Nesda Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material:Sandy alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 48 to 96 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Available water capacity: Low(about 3.7 inches) Interpretive groups Land capability classification(irrigated):4s Land capability(nonirrigated):6s Ecological site: Shallow to Gravel (SwGr) 15-19"p.z. (R044XS354MT) Typical profile 0 to 11 inches: Loam 11 to 60 inches:Very gravelly loamy sand Minor Components Meadowcreek Percent of map unit: 8 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19"p.z. (R044XS359MT) 15 Custom Soil Resource Report Enbar Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) Bonebasin Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site:Wet Meadow (WM) 15-19" p.z. (R044XS365MT) 512B—Enbar-Nythar loams, 0 to 4 percent slopes Map Unit Setting Elevation:4,300 to 6,100 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Map Unit Composition Enbar and similar soils: 60 percent Nythar and similar soils: 30 percent Minor components: 10 percent Description of Enbar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 24 to 42 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Available water capacity: Moderate (about 8.8 inches) 16 Custom Soil Resource Report 523A—Enbar-Nythar loams, cool, 0 to 4 percent slopes Map Unit Setting Elevation: 4,150 to 6,100 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 80 to 95 days Map Unit Composition Enbar and similar soils: 70 percent Nythar and similar soils:20 percent Minor components: 10 percent Description of Enbar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 24 to 42 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Available water capacity: Moderate (about 8.8 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability(nonirrigated): 3w Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) Typical profile 0 to 22 inches: Loam 22 to 49 inches: Sandy loam 49 to 60 inches:Very gravelly loamy sand Description of Nythar Setting Landform: Flood plains Down-slope shape: Linear 18 Custom Soil Resource Report Interpretive groups Land capability classification (irrigated): 3w Land capability(nonirrigated): 3w Typical profile 0 to 22 inches: Loam 22 to 49 inches: Sandy loam 49 to 60 inches:Very gravelly loamy sand Description of Nythar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Drainage class:Very poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding: Rare Frequency of ponding: None Available water capacity: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): 5w Land capability(nonirrigated): 5w Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Typical profile 0 to 8 inches: Loam 8 to 33 inches: Silt loam 33 to 60 inches: Sandy loam Minor Components Straw Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Blossberg Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) 17 Custom Soil Resource Report Across-slope shape: Linear Parent material: Loamy alluvium Properties and qualities Slope:0 to 4 percent Depth to restrictive feature: More than 80 inches Drainage class:Very poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding: Rare Frequency of ponding: None Available water capacity: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): 5w Land capability(nonirrigated): 5w Ecological site:Wet Meadow(WM) 15-19" p.z. (R044XS365MT) Typical profile 0 to 8 inches: Loam 8 to 33 inches: Gravelly silt loam 33 to 60 inches: Cobbly sandy clay loam Minor Components Sudworth Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19"p.z. (R044XS355MT) Straw Percent of map unit: 3 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19"p.z. (R044XS355MT) Blossberg Percent of map unit. 2 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site:Wet Meadow(WM) 15-19" p.z. (R044XS365MT) 542A—Blossberg loam, 0 to 2 percent slopes Map Unit Setting Elevation:4,200 to 5,550 feet 19 Custom Soil Resource Report Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Map Unit Composition Blossberg and similar soils: 85 percent Minor components: 15 percent Description of Blossberg Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material:Alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:About 12 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity. Nonsaline to very slightly saline (0.0 to 4.0 mmhos/cm) Available water capacity: Low (about 5.5 inches) Interpretive groups Land capability(nonirrigated): 5w Ecological site:Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Typical profile 0 to 15 inches: Loam 15 to 24 inches: Sandy clay loam 24 to 60 inches: Extremely gravelly loamy coarse sand Minor Components Bonebasin Percent of map unit: 10 percent Landform: Terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site:Wet Meadow(WM) 15-19" p.z. (R044XS365MT) Meadowcreek Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) 20 Custom Soil Resource Report 606A—Bandy-Riverwash-Bonebasin complex, 0 to 2 percent slopes Map Unit Setting Elevation:4,200 to 5,800 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Map Unit Composition Bandy and similar soils: 50 percent Riverwash:25 percent Bonebasin and similar soils: 10 percent Minor components: 15 percent Description of Bandy Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material:Alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 12 to 24 inches Frequency of flooding: Occasional Frequency of ponding: None Calcium carbonate, maximum content: 3 percent Available water capacity: Low(about 3.1 inches) Interpretive groups Land capability classification(irrigated):4w Land capability(nonirrigated):4w Typical profile 0 to 8 inches: Loam 8 to 17 inches: Sandy loam 17 to 60 inches:Very cobbly loamy sand Description of Riverwash Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear 21 Custom Soil Resource Report Description of Bonebasin Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material:Alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class:Very poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding: Occasional Frequency of ponding. None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline(0.0 to 4.0 mmhos/cm) Available water capacity: Moderate (about 7.6 inches) Interpretive groups Land capability(nonirrigated): 5w Ecological site: Wet Meadow(WM) 15-19" p.z. (R044XS365MT) Typical profile 0 to 4 inches: Muck 4 to 15 inches: Loam 15 to 25 inches: Stratified sandy loam to silty clay loam 25 to 60 inches:Very gravelly coarse sand Minor Components Water Percent of map unit: 5 percent Blossberg Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site:Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Nesda Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT) 22 Custom Soil Resource Report 614F—Adel loam, 15 to 60 percent slopes Map Unit Setting Elevation:4,750 to 6,500 feet Mean annual precipitation:20 to 24 inches Mean annual air temperature: 34 to 45 degrees F Frost-free period: 50 to 70 days Map Unit Composition Adel and similar soils:85 percent Minor components: 15 percent Description of Adel Setting Landform: Mountains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium loamy colluvium Properties and qualities Slope: 15 to 60 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water capacity. High (about 10.8 inches) Interpretive groups Land capability(nonirrigated):7e Other vegetative classification: Douglas-fir/snowberry(PK310), Douglas-fir/ pinegrass (PK320) Typical profile 0 to 14 inches: Loam 14 to 60 inches: Gravelly loam Minor Components Rocko,stony Percent of map unit. 5 percent Landform: Mountains Down-slope shape: Linear Across-slope shape: Linear 23 Custom Soil Resource Report Other vegetative classification: Douglas-fir/snowberry(PK310), Douglas-fir/ pinegrass (PK320) Adel Percent of map unit. 5 percent Landform: Mountains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si)20"+ p.z. (R043BS323MT) Zade Percent of map unit: 5 percent Landform: Hills Down-slope shape: Linear Across-slope shape: Linear Other vegetative classification: Douglas-fir/snowberry (PK310), Douglas-fir/ pinegrass (PK320) UL—Urban land Map Unit Composition Urban land: 100 percent 24 References American Association of State Highway and Transportation Officials(AASHTO).2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials(ASTM). 2005. Standard classification of soils for engineering purposes.ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt,G.W.,and L.M.Vasilas,editors.Version 6.0,2006.Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://soils.usda.gov/ Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/ Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/ Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.giti.nres.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States,the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://soils.usda.gov/ 25 Custom Soil Resource Report United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. 26 Web Soil Survey Page 2 of 2 Tables—Corrosion of Concrete—Summary By Map Unit Summary by Map Unit—Gallatin County Area,Montana(MT622) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 65C Bigbear loam,4 to 8 percent slopes Low 2.0 1.7% 267E Roy cobbly clay loam,15 to 60 percent slopes Moderate 5.5 4.7% 407A Sudworth-Nesda loams,0 to 2 percent slopes Low 40.9 35.5% 512E Enbar-Nythar loams,0 to 4 percent slopes Low 20.2 17.6% 523A Enbar-Nythar loams,cool,0 to 4 percent Low 12.7 11.0% slopes 542A Blossberg loam,0 to 2 percent slopes Moderate 9.9 8.6% 606A Bandy-Riverwash-Bonebasin complex,0 to 2 Low 21.1 18.3% percent slopes 614F Adel loam,15 to 60 percent slopes Low 2.9 2.5% UL Urban land 0.0 0.0% Totals for Area of Interest 115.1 100.0% Description—Corrosion of Concrete "Risk of corrosion"pertains to potential soil-induced electrochemical or chemical action that corrodes or weakens concrete.The rate of corrosion of concrete is based mainly on the sulfate and sodium content,texture,moisture content,and addity of the soil.Special site examination and design may be needed if the combination of factors results in a severe hazard of corrosion.The concrete in installations that intersect soil boundaries or soil layers is more susceptible to corrosion than the concrete in installations that are entirely within one kind of soil or within one soil layer. The risk of corrosion Is expressed as"low,""moderate,"or"hi h." Parameter Summary—Corrosion of Concrete Aggregation Method:Dominant Condition Component Percent Cutoff:None Specified Tie-break Rule:Higher FOIA I Accessibility Statement I Privacy Polity I Non-Discrimination Statement I Information Quality I USA.gov I White House http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/6/2012 Web Soil Survey Page 2 of 2 I I Disaster Recovery Planning Rim, Land Classifications Land Management ®® Tables—Corrosion of Steel—Summary By Map Unit (a® Summary by Map Unit—Gallatin County Area,Montana(MT622) Military Operations Map unit symbol Map unit name Rating Acres In AOI Percent of AOI Recreational Development ®® 65C Bigbear loam,4 to 8 percent slopes High 2.0 1.7% ® 267E Roy cobbly clay loam,15 to 60 percent High 5.5 4.7 Sanitary Facilities slopes ®® 407A Sudworth-Nesda loams,0 to 2 percent slopes High 40.9 35.5% Vegetative Productivity 512E Enbar-N th l 0 to 4 ®® yar loams, percent slopes High 20.2 17.6 Waste Management 523A Enbar-Nythar loams,cool,0 to 4 percent High 12.7 11.0% ®® slopes Water Management 542A Blossberg loam,0 to 2 percent slopes High 9.9 8.6% 606A Bandy-Riverwash-Bonebasin complex,0 to 2 High 21.1 18.3% percent slopes 614F Adel loam,15 to 60 percent slopes Moderate 2.9 2.5% UL Urban land 0.0 0.0% Totals for Area of Interest 115.1 100.0% Description—Corrosion of Steel 19 "Risk of corrosion"pertains to potential soil-induced electrochemical or chemical action that corrodes or weakens uncoated steel.The rate of corrosion of uncoated steel is related to such factors as soil moisture,particle-size distribution,acidity,and electrical conductivity of the soil.Special site examination and design may be needed if the combination of factors results in a severe hazard of corrosion.The steel in installations that Intersect soil boundaries or soil layers is more susceptible to corrosion than the steel in installations that are entirely within one kind of soil or within one soil layer. The risk of corrosion is expressed as"low,""moderate,"or"high." Rating Options—Corrosion of Steel Aggregation Method:All Components Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more"components".A component is either some type of soil or some nonsoil entity,e.g.,rock outcrop.For the attribute being aggregated,the first step of the aggregation process is to derive one attribute value for each of a map unit's components.From this set of component attributes,the next step of the aggregation process derives a single value that represents the map unit as a whole.Once a single value for each map unit is derived, a thematic map for soil map units can be rendered.Aggregation must be done because,on any soil map,map units are delineated but components are not. For each of a map unit's components,a corresponding percent composition is recorded.A percent composition of 60 indicates that the corresponding component typically makes up approximately 60%of the map unit.Percent composition is a critical factor in some,but not all,aggregation methods. The aggregation method"All Components"returns the lowest or highest attribute value among all components of the map unit,depending on the corresponding"tie- break"rule.In this case,the"tie-break"rule indicates whether the lowest or highest value among all components should be returned.For this aggregation method, percent composition ties cannot occur. The result returned by this aggregation method represents either the minimum or maximum value of the corresponding attribute throughout the map unit.The result may well be based on a map unit component of very minor extent. Component Percent Cutoff:None Specified Components whose percent composition is below the cutoff value will not be considered.If no cutoff value is specified,all components in the database will be considered.The data for some contrasting soils of minor extent may not be in the database,and therefore are not considered. Tie-break Rule:Higher The tie-break rule Indicates which value should be selected from a set of multiple candidate values,or which value should be selected in the event of a percent composition tie. FOIA I Accessibility Statement I Privacy Policy I Non-Discrimination Statement I Information Quality I USA.gov I White House http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/6/2012 Montana's Ground-Water Information Center(GWIC) I Geographic Data I V.11.2012 Page 1 of 9 Groundwater Information Center You are currently signed in.1615/2012 Montana Bureau of Mines and Geology Sign Out Montana Tech of The University of Montana 1300 West Park Street-Natural Resources Building Room 329 Butte Montana 59701-8997 ho Ph:(406)496-4336 Fx:(406)496-4343 Home I Well Data I Reports I Data Coo o I DrillerWeb I DNRC I HEIDI I Menus:I Mlin I I W P I Projects I Sr3E I Geothermal I GWIC Data>Well Construction Data>Township:02S Range:06E Sec:6,5 The following data were returned from the GWIC databases for the area you requested.For a more detailed description of the data view the GWIC Metadata report.If you notice data entry errors or have questions please let us know by clicking here to leave us a message.If you wish to view a one page report for a particular site,click the hyperlinked Gwic Id for that well.Scroll to the right of your screen to view all the data.All data displayed on the screen may not show up when printed. Retrieval Statistics' Did you know about... Field Max Min Avg Other GWIC data Total Depth(ft) 245.00 1.50 38.86 GWIC has 408 water quality sample(s)for this area. Static Water Level(ft) 175.00 0.94 10.53 GWIC has 608 field visit(s)for this request area. GWIC has 2478 water level(s)for this request area. Yield(gpm) 150.00 1.30 30.34 •These statistics do not take any geographic,topographic,or geologic Thanks,Just take me back to the menu. factors into consideration.Negative awl values are reported for water levels Other MBMG data that are above land surface. MBMG has 383 publications available for GALLATIN county. MBMG has 1 abandoned mine record(s)for this request area. Gwic Id PDF DNRC WR Site Name Twn Rng Sec 0 Sec Ver? Type To! Swl Pwl Rwl Yield Test Date Use 9621 BENHART DAVE 02S 06E 5 No WELL 29.30 12.00 18.00 25.00 BAILER 11/5/1953 AND ORALINE M 96218 BENHART DAVE 02S 06E 5 No WELL 57.50 6.00 40.00 40.00 BAILER 11/11/1956 STOCKWATER AND ORALINE M 255203 IDAHO POLE 02S 06E 5 Yes WELL 14.50 9/5/1990 MONITORING COMPANY'MW- 01A 255204 IDAHO POLE 02S 06E 5 No WELL 22.00 9/5/1990 MONITORING COMPANY'MW- 01B 255206 IDAHO POLE 02S 06E 5 No WELL 12.00 90/1990 MONITORING COMPANY'MW- 02A 255206 IDAHO POLE 02S 06E 5 No WELL 29.00 9/7/1990 MONITORING COMPANY'MW- 028 255207 IDAHO POLE 02S 06E 5 No WELL 9.50 9/6/1990 MONITORING COMPANY'MW- 03A 255206 IDAHO POLE 02S 06E 5 Yes WELL 24.00 9/6/1990 MONITORING COMPANY'MW- 03B 255209 !A IDAHO POLE 02S 06E 5 Yes WELL 14.00 9/6/1990 MONITORING COMPANY`MW- 04A 255210 ,�' IDAHO POLE 02S 06E 5 Yes WELL 28.50 9/6/1990 MONITORING COMPANY'MW- 04B 255211 IDAHO POLE 02S 06E 5 Yes WELL 13.00 9/6/1990 MONITORING COMPANY'MW- 05A 25521 IDAHO POLE 02S 06E 5 Yes WELL 22.00 9/6/1990 MONITORING COMPANY'MW- 05B 25521 IDAHO POLE 02S 06E 5 Yes WELL 30.00 9/6/1990 MONITORING COMPANY'MW- 05C 255214 IDAHO POLE 02S 06E 5 Yes WELL 10.00 9/6/1990 MONITORING COMPANY'MW- 06A 5521 IDAHO POLE 02S 06E 5 No WELL 29.00 9/6/1990 MONITORING W COMPANY'MW- 06B U5216 IDAHO POLE 02S 06E 5 Yes WELL 11.00 9/10/1990 MONITORING COMPANY'MW- 07A 255217 IDAHO POLE 02S 06E 5 Yes WELL 29.50 9/10/1990 MONITORING COMPANY'MW- 07B http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) Geographic Data V.11.2012 Page 2 of 9 255218 ',� IDAHO POLE 02S 06E 5 Yes WELL 12.00 9/7/1990 MONITORING COMPANY'MW- 08A 255219 !� IDAHO POLE 02S 06E 5 Yes WELL 20.50 9/7/1990 MONITORING COMPANY'MW- 08B 255220 IDAHO POLE 02S 06E 5 Yes WELL 12.00 9/7/1990 MONITORING COMPANY'MW- 09A 255221 `� IDAHO POLE 02S 06E 5 Yes WELL 28.00 9/7/1990 MONITORING COMPANY'MW- 09B 255222 IDAHO POLE 02S 06E 5 Yes WELL 50.00 9/7/1990 MONITORING COMPANY'MW- 09C 255223 '� IDAHO POLE 02S 06E 5 Yes WELL 14.00 W7/1990 MONITORING COMPANY'MW- 10A 255224 dM IDAHO POLE 02S 06E 5 Yes WELL 29.00 9/7/1990 MONITORING COMPANY'MW- 10B 255235 IDAHO POLE 02S 06E 5 Yes WELL 13.00 9/7/1990 MONITORING COMPANY'MW-11 255236 IDAHO POLE 02S 06E 5 Yes WELL 13.00 9/7/1990 MONITORING COMPANY'MW-12 255237 IDAHO POLE 02S 06E 5 Yes WELL 9.00 9/7/1990 MONITORING COMPANY'MW-13 255238 IDAHO POLE 02S 06E 5 Yes WELL 9.00 9/7/1990 MONITORING COMPANY'MW- 14A 75S2 '® IDAHO POLE 02S 06E 5 No WELL 20.00 9/7/1990 MONITORING COMPANY'MW- 14B 255240 IDAHO POLE 02S 06E 5 Yes WELL 15.00 9/7/1990 MONITORING COMPANY'MW-15 255241 '® IDAHO POLE 02S 06E 5 Yes WELL 8.00 W7/1990 MONITORING COMPANY'MW- 16A 25524 IDAHO POLE 02S 06E 5 Yes WELL 11.00 9/7/1990 MONITORING jrId COMPANY'MW- 16B 255243 '® IDAHO POLE 02S 06E 5 No WELL 54.D0 9/7/1990 MONITORING COMPANY'MW-17 91970 IDAHO POLE 02S 06E 5 No WELL 16.00 OTHER 5/7/1990 MONITORING COMPANY'MW- 18A 91954 IDAHO POLE 02S 06E 5 No WELL 32.00 OTHER 5/7/1990 MONITORING COMPANY'MW- 18B 91983 M IDAHO POLE 02S 06E 5 No WELL 42.50 OTHER 11/1/1990 MONITORING COMPANY'MW- 18C 31913 IDAHO POLE 02S 06E 5 Yes WELL 16.00 3.50 10.00 PUMP 5/9/1990 MONITORING COMPANY'MW- 19A 123663 IDAHO POLE 02S 06E 5 Yes WELL 36.00 6.00 2.Do PUMP 5/12/1990 MONITORING COMPANY'MW- 19B 1236 M IDAHO POLE 02S 06E 5 No WELL 54.00 9.00 10.D0 PUMP 5/12/1990 MONITORING COMPANY'MW-20 123665 IDAHO POLE 02S 06E 5 No WELL 43.50 1.00 10.00 PUMP 5/1 B/1990 MONITORING COMPANY'MW-21 123¢¢¢ IDAHO POLE 02S 06E 5 Yes WELL 27.00 7.00 6.70 PUMP 5/1 411 9 9 0 MONITORING COMPANY'MW-22 123668 IDAHO POLE 02S D6E 5 Yes WELL 14.00 4.50 13.00 PUMP 11/9/1990 MONITORING COMPANY'MW- 23A 123675 IDAHO POLE 02S 06E 5 Yes WELL 37.00 5.00 4.00 PUMP 11/8/1990 MONITORING COMPANY'MW- 23B 123676 M IDAHO POLE 02S 06E 5 Yes WELL 47.50 4.75 1.30 PUMP 11/10/1990 MONITORING COMPANY'MW- 23C 123677 IDAHO POLE 02S 06E 5 Yes WELL 13.00 4.50 12.00 PUMP 11/16/1990 MONITORING COMPANY'MW- 24A7 http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) Geographic Data V.11.2012 Page 3 of 9 123678 IDAHO POLE 02S 06E 5 Yes WELL 22.00 4.75 12.00 PUMP 11/16/1990 MONITORING COMPANY'MW- 24A2 123679 IDAHO POLE 02S 06E 5 Yes WELL 30.00 4.75 12.00 PUMP 1 111 5/1 9 9 0 MONITORING COMPANY'MW- 24B 123680 IDAHO POLE 02S 06E 5 Yes WELL 12.20 4.00 14.00 PUMP 11/15/1990 MONITORING COMPANY'MW- 25A 123681 !A IDAHO POLE 02S 06E 5 Yes WELL 31.00 4.00 8.00 PUMP 11/6/1990 MONITORING COMPANY'MW- 25B 123682 IDAHO POLE 02S 06E 5 Yes WELL 12.00 3.00 12.00 PUMP 11/1/1990 MONITORING COMPANY'MW- 26A 123683 IDAHO POLE 02S 06E 5 Yes WELL 33.50 3.00 10.00 PUMP 1 1/211 9 9 0 MONITORING COMPANY'MW- 26B 123664 IDAHO POLE 02S 06E 5 Yes WELL 48.00 4.D0 5.00 PUMP 11/5/1990 MONITORING COMPANY'MW- 26C 123685 IDAHO POLE 02S 06E 5 Yes WELL 13.50 5.00 10.00 PUMP 11/12/1990 MONITORING COMPANY'MW- 27A 60713 'LEI IDAHO POLE 02S 06E 5 Yes WELL 32.50 5.10 12.00 PUMP 11/13/1990 MONITORING COMPANY'MW- 27B 60728 IDAHO POLE 02S 06E 5 Yes WELL 29.50 4.00 12.00 PUMP 11/14/1990 MONITORING COMPANY'MW- 28B 255196 '® IDAHO POLE 02S 06E 5 Yes WELL 58.50 4.68 6/9/1991 MONITORING COMPANY'MW- 29D $¢�Q BENOLKEN LEOA 02S 06E 5 B No WELL 28.00 8.00 20.00 OTHER 1/l/1921 IRRIGATION &VERNA V 2Z1 STORY PETER R 02S 06E 5 BB No WELL 38.00 20.00 30.00 25.00 PUMP 1/1/1942 DOMESTIC 96222 STORY HILLS 02S 06E 5 BDC No WELL 179.00 120.00 125.00 15.00 BAILER 6/27/1978 PUBLIC WATER SUPPLY $¢ FIGGINS WILLIE& 02S 06E 5 C No WELL 43.50 11.00 43.50 17.00 PUMP 1214/1967 DOMESTIC DOROTHY A 96224 STORY HILLS 02S 06E 5 CAB No WELL 133.60 18.00 30.00 80.00 PUMP 12/22/1978 PUBLIC WATER SUPPLY DEVELOPMENT 122024 C109Q LUTES DENNIS 02S 06E 5 CCD No WELL 30.00 8.50 25.00 AIR 9/19/1990 DOMESTIC 176971 C110044 STEINMAN BOB 02S 06E 5 CD No WELL 80.00 12.00 12.00 15.00 AIR 8/27/1999 DOMESTIC 96225 KRAMER RUSS 02S 06E 5 DA No WELL 199.00 144.00 189.00 10.00 BAILER 301981 DOMESTIC 9622¢ C103229 KRAMER RUSSELL 02S 06E 5 DAA No WELL 245.00 175.00 244.00 12.00 AIR 1025/1986 DOMESTIC 96227 '® SYMMONDS 02S 06E 5 DB No WELL 10.00 OTHER 1/7/1962 STOCKWATER CECILE 95 BARE MONTE 02S 06E 6 No WELL 50.00 10.00 30.00 25.00 BAILER 624/1985 DOMESTIC HM 1�►1 BLAIR WILLIS E 02S 06E 6 No WELL 16.00 20.00 OTHER 1/1/1960 DOMESTIC 128992 BOZEMAN 02S 06E 6 No WELL 96.00 13.00 35.00 35.00 AIR 9/9/1990 IRRIGATION BASEBALL INC 9 DWIGHTALONZO 02S 06E 6 No WELL 12.00 150.00 OTHER 5/1/1961 DOMESTIC RAYMOND'WELL A 96229 DWIGHT ALONZO 02S 06E 6 No WELL 41.00 150.00 OTHER 11/1/1961 DOMESTIC RAYMOND'WELL B 96230 DWIGHTALONZO 02S 06E 6 No WELL 18.00 150.00 OTHER 11/1/1961 DOMESTIC RAYMOND'WELL C 255624 IDAHO POLE 02S 06E 6 No BOREHOLE 1.50 6/13/1994 MONITORING COMPANY'B-001 255501 IDAHO POLE 02S 06E 6 No BOREHOLE 39.50 3.19 10/30/1996 MONITORING COMPANY'BE-01 255502 �' IDAHO POLE 02S 06E 6 No BOREHOLE 41.00 2.79 10/29/1996 MONITORING COMPANY'BE-02 255503 IDAHO POLE 02S 06E 6 No BOREHOLE 39.50 3.38 1025/1996 MONITORING COMPANY'BE-03 2555 IDAHO POLE 02S 06E 6 No BOREHOLE 41.00 2.48 1024/1996 MONITORING COMPANY'BE-04 http://mbmggwic.mtech.edu/sqlserver/vl 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center (GWIC) I Geographic Data V.11.2012 Page 4 of 9 25550@ IDAHO POLE 02S O6E 6 No BOREHOLE 39.50 3.11 10/23/1996 MONITORING COMPANY'BE-05 255546 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.48 10/14/1996 MONITORING COMPANY'BI-01 255549 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.58 10/14/1996 MONITORING COMPANY'BI-02 255551 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.68 10/14/1996 MONITORING COMPANY'BI-03 255556 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 6.66 10/15/1996 MONITORING COMPANY'BI-04 255583 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.54 10/15/1996 MONITORING COMPANY'8I-05 255565 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.49 10/15/1996 MONITORING COMPANY'BI-06 25M jr IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 6.38 10/16/1996 MONITORING COMPANY'BI-07 255575 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.29 10/18/1996 MONITORING COMPANY'BI-08 25M IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.97 10/16/1996 MONITORING COMPANY'8I-09 25558 IDAHO POLE 025 06E 6 No BOREHOLE 26.00 10/16/1996 MONITORING COMPANY'BI-10 265 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 10/17/1996 MONITORING COMPANY'BI-11 255584 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 4.80 10/17/1996 MONITORING COMPANY'BI-12 255586 IDAHO POLE 02S O6E 6 No BOREHOLE 41.00 5.29 10/17/1996 MONITORING COMPANY'BI-13 255587 IDAHO POLE 02S O6E 6 No BOREHOLE 28.00 5.56 10/18/1996 MONITORING COMPANY'BI-14 255588 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 5.75 10/18/1996 MONITORING COMPANY'BI-15 255589 IDAHO POLE 02S O6E 6 No BOREHOLE 27.00 6.25 10/18/1996 MONITORING COMPANY'BI-16 255590 IDAHO POLE 02S O6E 6 No BOREHOLE 38.00 5.95 10/21/1996 MONITORING COMPANY'BI-17 255591 IDAHO POLE 02S O6E 6 No BOREHOLE 40.00 6.12 10/22/1996 MONITORING COMPANY'BI-18 255507 '® IDAHO POLE 02S O6E 6 No BOREHOLE 40.00 6.24 11/411996 MONITORING COMPANY'8I-19 25558H IDAHO POLE 02S O6E 6 No BOREHOLE 40.00 6.74 11/5/1996 MONITORING COMPANY'BI-20 255S3Q IDAHO POLE 02S O6E 6 Yes BOREHOLE 16.00 11/5/1996 MONITORING COMPANY'GM-06 255540 IDAHO POLE 02S O6E 6 Yes BOREHOLE 15.00 11/1/1996 MONITORING COMPANY'GM-07 255542 IDAHO POLE 02S 06E 6 Yes BOREHOLE 26.00 9/24/1996 MONITORING COMPANY'GM-08 255514 IDAHO POLE 02S O6E 6 No BOREHOLE 16.00 8.88 10/31/1996 MONITORING COMPANY'P-01 255515 M IDAHO POLE 02S O6E 6 No BOREHOLE 13.50 4.78 10/31/1996 MONITORING COMPANY.P-02 255522 IDAHO POLE 02S O6E 6 No BOREHOLE 15.00 6.56 11/4/1996 MONITORING COMPANY'P-03 255524 '® IDAHO POLE 02S O6E 6 No BOREHOLE 14.50 4.92 10/31/1996 MONITORING COMPANY'P-04 25552 MA IDAHO POLE 02S 06E 6 No BOREHOLE 16.00 10/31/1996 MONITORING Id COMPANY'P-05 255506 '® IDAHO POLE 02S O6E 6 No BOREHOLE 40.50 6.14 10/l/1996 MONITORING COMPANY'PE-01 25550 IDAHO POLE 02S 06E 6 No BOREHOLE 40.50 4.66 9/25/1996 MONITORING COMPANY'PE-02 255511 IDAHO POLE 02S O6E 6 No BOREHOLE 40.00 5.17 9/26/1996 MONITORING COMPANY'PE-03 255512 '® IDAHO POLE 02S O6E 6 No BOREHOLE 41.50 4.48 9/29/1996 MONITORING COMPANY'PE-04 255513 IDAHO POLE 02S O6E 6 No BOREHOLE 41.50 9/29/1996 MONITORING COMPANY'PE-05 255 94 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 8.58 10/4/1996 MONITORING COMPANY'PI-01 25559 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 10/7/1996 MONITORING http://mbmggwic.mtech.edu/sglserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) I Geographic Data V.11.2012 Page 5 of 9 COMPANY•PI-02 255596 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/3/1996 MONITORING COMPANY`PI-03 9eSS07 f!1 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/7/1996 MONITORING Id COMPANY•PI-04 255598 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/7/1996 MONITORING COMPANY*PI-05 255500 IDAHO POLE 02S O6E 6 No BOREHOLE 26.00 8.16 10/8/1996 MONITORING COMPANY`PI-06 2556 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/8/1996 MONITORING COMPANY`PI-07 255601 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 7.62 10/8/1996 MONITORING COMPANY`PI-08 255603 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/9/1996 MONITORING COMPANY`PI-09 25560 y74 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 7.44 10/9/1996 MONITORING W COMPANY•PI-10 25M IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/9/1996 MONITORING COMPANY'PI-11 255610 '® IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/10/1996 MONITORING COMPANY•PI-12 255611 jr IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/10/1996 MONITORING COMPANY'PI-13 255614 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 6.55 10/10/1996 MONITORING COMPANY•PI-14 255615 IDAHO POLE 02S 06E 6 No BOREHOLE 26.00 10/10/1996 MONITORING COMPANY`PI-15 96231 jr LUENBERGER 02S 06E 6 No WELL 4.00 OTHER 7/1/1964 IRRIGATION MARTIN E& CAROLINE G 255361 '� MCFARLAND 02S 06E 6 No WELL 14.00 10.00 8/29/1984 MONITORING CASCADE/IDAHO POLE COMPANY' 01A 255382 MCFARLAND 02S 06E 6 No WELL 22.00 10.72 8/29/1984 MONITORING CASCADE/IDAHO POLE COMPANY' 01B 255383 MCFARLAND 02S 06E 6 No WELL 12.50 1.36 9/3/1984 MONITORING CASCADEADAHO POLE COMPANY 02A 25084 MCFARLAND 02S 06E 6 No WELL 28.00 3.00 9/3/1984 MONITORING CASCADEADAHO POLE COMPANY' 02B 255385 '� MCFARLAND 02S 06E 6 No WELL 9.50 7.55 9/23/1984 MONITORING CASCADE/IDAHO POLE COMPANY' 03A 255386 MCFARLAND 02S 06E 6 No WELL 23.00 7.62 9/23/1984 MONITORING CASCADE/IDAHO POLE COMPANY' 03B 25 MCFARLAND 02S 06E 6 No WELL 30.00 4.00 9/1/1984 MONITORING CASCADEADAHO POLE COMPANY 04A 255391 MCFARLAND 02S 06E 6 No WELL 28.00 4.00 9/1/1984 MONITORING CASCADE/IDAHO POLE COMPANY 04B 25539 � MCFARLAND 02S 06E 6 No WELL 37.00 5.00 9/19/1984 MONITORING CASCADEIIDAHO POLE COMPANY 05A 255393 % MCFARLAND 02S 06E 6 No WELL 22.00 5.00 9/19/1984 MONITORING CASCADE/IDAHO POLE COMPANY 05B 255394 MCFARLAND 02S 06E 6 No WELL 37.00 5.00 9/19/1984 MONITORING CASCADEADAHO POLE COMPANY' 05C 2553$� '� MCFARLAND 02S 06E 6 No WELL 10.00 6.00 9/4/1984 MONITORING CASCADEADAHO POLE COMPANY' http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) Geographic Data V.11.2012 Page 6 of 9 O6A 25539 MCFARLAND 02S O6E 6 No WELL 30.00 6.00 9/4/1984 MONITORING CASCADEADAHO POLE COMPANY' O6B 255397 MCFARLAND 02S O6E 6 No WELL 11.00 4.00 9/9/1984 MONITORING CASCADEADAHO POLE COMPANY' 07A 255398 MCFARLAND 02S 06E 6 No WELL 29.00 4.00 9/9/1984 MONITORING CASCADEADAHO POLE COMPANY' 07B 255404 MCFARLAND 02S O6E 6 No WELL 12.00 2.86 9/7/1984 MONITORING CASCADEADAHO POLE COMPANY' 08A 25540 MCFARLAND 02S O6E 6 No WELL 21.00 2.60 9/7/1984 MONITORING CASCADEADAHO POLE COMPANY• 08B 255407 MCFARLAND 02S O6E 6 No WELL 11.00 2.00 9/22/1984 MONITORING CASCADEADAHO POLE COMPANY• 09A 255408 MCFARLAND 02S O6E 6 No WELL 28.00 2.00 9/22/1984 MONITORING CASCADEADAHO POLE COMPANY' 09B 255409 MCFARLAND 02S 06E 6 No WELL 49.00 2.50 9/22/1984 MONITORING CASCADEADAHO POLE COMPANY` 09C 255411 MCFARLAND 02S 06E 6 No WELL 14.00 2.00 9/6/1984 MONITORING CASCADEADAHO POLE COMPANY' 10A 255412 MCFARLAND 02S 06E 6 No WELL 28.00 2.50 9/6/1984 MONITORING CASCADEADAHO POLE COMPANY' 10B 255413 MCFARLAND 02S O6E 6 No WELL 13.00 2.00 9/14/1984 MONITORING CASCADEADAHO POLE COMPANY' 11 255414 MCFARLAND 02S O6E 6 No WELL 13.00 2.00 9/15/1984 MONITORING CASCADEADAHO POLE COMPANY' 12 255416 MCFARLAND 02S O6E 6 No WELL 14.00 1.00 9/16/1984 MONITORING CASCADEADAHO POLE COMPANY• 13 255419 MCFARLAND 02S 06E 6 No WELL 14.00 1.00 9/16/1984 MONITORING CASCADEADAHO POLE COMPANY' 14A 254 Q !A MCFARLAND 02S 06E 6 No WELL 20.00 1.00 9/1611984 MONITORING CASCADEADAHO POLE COMPANY' 14B 255421 MCFARLAND 02S O6E 6 No WELL 15.00 5.00 9/18/1984 MONITORING CASCADEADAHO POLE COMPANY' 15 255431 MCFARLAND 02S O6E 6 No WELL 8.00 4.00 9/27/1984 MONITORING CASCADEADAHO POLE COMPANY' 16A 25543 d n MCFARLAND 02S 06E 6 No WELL 12.00 4.00 927/1984 MONITORING CASCADEADAHO POLE COMPANY' 16B 96233 NIVEN F L 02S 06E 6 No WELL 73.80 31.00 43.00 40.00 BAILER 9/10/1947 DOMESTIC 96235 BAILEY JW 02S O6E 6 A No WELL 20.00 3.00 5.00 OTHER 9/1/1948 DOMESTIC EDGERLEY JAMES 02S 06E 6 A No WELL 24.50 4.00 9.00 30.00 BAILER 120/1961 DOMESTIC H 96236 KELTZ MARIE 02S O6E 6 A No WELL 10.00 OTHER 1226/1963 DOMESTIC http://mbmggwic.mtech.edu/sqlserver/v I 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center (GWIC) Geographic Data V.11.2012 Page 7 of 9 96242 jr MIDLAND 02S O6E 6 A No WELL 12.00 12.00 50.00 OTHER 1/1/1955 PUBLIC WATER SUPPLY TERMINAL INC 96237 MILLER L A 02S O6E 6 A No WELL 71.00 15.00 OTHER 1/1/1961 DOMESTIC 183414 JM DEIBELE TOM 02S O6E 6 AAA No WELL 23.00 5.00 5.00 40.00 AIR 6/23/2000 DOMESTIC 96239 W BROWN EARLE H 02S O6E 6 AB No WELL 20.00 6.00 5.00 OTHER 4/1/1927 DOMESTIC 262861 d PONCELET,GREG 02S O6E 6 ABAB No WELL 52.00 6.00 6.00 20.00 AIR 9/15/2011 DOMESTIC &MELINDA 220564 GOLD 02S O6E 6 AC No WELL 62.00 5.00 5.00 30.00 AIR 6/17/2005 IRRIGATION PROPERTIES,LLC. 96241 GRUNDKAWSKI 02S O6E 6 AC No WELL 10.00 OTHER 1/l/1900 DOMESTIC FRANK 96240 GRUNDKOWSKI 02S O6E 6 AC No WELL 42.00 9.00 42.00 12.00 PUMP 9/9/1966 DOMESTIC MARTHA 22783 '® MONTANA 02S O6E 6 AC No WELL 15.00 OTHER 7/26/2006 UNKNOWN DEPARTMENT OF TRANSPORTATION 227831 MONTANA 02S O6E 6 AC No WELL 15.00 OTHER 7/26/2006 UNKNOWN DEPARTMENT OF TRANSPORTATION 96243 URDAHL 02S O6E 6 B No WELL OTHER 1/l/1935 DOMESTIC MARLOWE STANLEY&ANN SAUNDERS 1651 EXXON MOBIL 02S 06E 6 BA No WELL 15.00 10.00 OTHER 10/11/2000 MONITORING MARKETING'BMW- 13 ORM JA FORD BILLY C 02S O6E 6 BA No WELL 54.00 9.00 28.00 30.00 BAILER 2/2 011 9 5 0 DOMESTIC 962 ® ICENOGGLE 02S O6E 6 BA No WELL 50.00 10.00 40.00 OTHER 1/15/1964 DOMESTIC MELVIN R&LILA N 23594Q LEHRKINDS INC. 02S O6E 6 BA No WELL 203.00 12.00 12.00 110.00 PUMP 4/14/2007 PUBLIC WATER SUPPLY 2AM jr 4343 NUSS DALE H 02S O6E 6 BAA No WELL 190.00 45,00 190.00 4.00 PUMP 7/1/1974 DOMESTIC 188889 MAYVILLE 02S O6E 6 BAAA No WELL 60.00 11.00 11.00 35,00 AIR 4/12/2001 DOMESTIC LANDSCAPING INC. 133988 84097 LEHRKINDS COCA 02S O6E 6 BAD No WELL 143.00 12.00 110.00 86.00 PUMP W2/1993 PUBLIC WATER SUPPLY COLA 240244 LEHRKINDS INC. 02S O6E 6 BAD No WELL 228.00 9.00 95.00 AIR 11/27/2007 OTHER 96247 61554 LEHRLINDS COCA 02S O6E 6 BAD No WELL 228.00 9.00 90.00 95.00 PUMP 3/26/1986 OTHER COLA 262381 Ila EXXON MOBILE 02S O6E 6 BB No BOREHOLE 65.00 8/4/2011 UNKNOWN PIPELINE COMPANY ¢Q '® 12387 KACK JAMESW 02S O6E 6 BB No WELL 144.00 9.50 25.00 PUMP 10/5/1976 INDUSTRIAL CONOCO INC M-1 02S O6E 6 BBB No WELL 12.50 5.00 BAILER 6/1 211 9 8 9 MONITORING 98251 A CONOCO INC'M-2 02S O6E 6 BBB No WELL 11.80 4.00 BAILER 6/12/1989 MONITORING 96252 '® CONOCO INC'M-3 02S O6E 6 BBB No WELL 13.00 4.00 BAILER 6/12/1989 MONITORING 98249 -M CONOCO INC'M-4 02S O6E 6 BBB No WELL 13.00 6.00 BAILER 603/1989 MONITORING 1$z25@ 'M 104619 KACK JAMES W 02S O6E 6 BBD No WELL 40.00 8.00 35.00 35.00 AIR 1 011 7/1 9 9 7 IRRIGATION 135131 JM 85070 DAKOTA 02S O6E 6 BOB No WELL 80.00 10.00 78.00 35.00 AIR 3/15/1993 IRRIGATION PARTNERS 2430 d C30042979 MONTANA AVENUE 02S O6E 6 BDDD No WELL 76.00 10.50 10.50 20.00 AIR 4/23/2008 IRRIGATION PARTNERS 96254 MCCARL LEWIS 02S 06E 6 C No WELL 48.00 11.00 28.00 30.00 BAILER 6/2/1982 DOMESTIC 12202 76591 GALLATIN COUNTY 02S 06E 6 CA No WELL 60.00 18.00 56.00 42.50 AIR 10/18/1990 IRRIGATION FAIR BOARD 248894 MDOT'MW-F 02S 06E 6 CA No WELL 20.00 7/31/2008 MONITORING 2 MDT'MW-I 02S O6E 6 CA No WELL 20.00 7/31/2008 MONITORING 246895 '® MDT'MW-J 02S 06E 6 CA No WELL 20.00 7/31/2008 MONITORING 21j2;h4 VAUGHAN DAVID P 02S O6E 6 CA No WELL 60.00 12.00 50.00 OTHER 1/1/1932 DOMESTIC 135129 84052 BOZEMAN 02S 06E 6 CAA No WELL 47.00 9.00 45.00 50.00 AIR 10/15/1992 PUBLIC WATER SUPPLY BASEBALL 155283 '® MT DEPT OF HWYS 02S O6E 6 CAA No BOREHOLE 30.20 23.60 OTHER 6/13/1995 GEOTECH INT SIGN 4-35-95 1 54 BOZEMAN CITY OF 02S 06E 6 CCAC Yes WELL 120.00 105.00 17.00 AIR 3Y11/1994 IRRIGATION http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) Geographic Data V.11.2012 Page 8 of 9 (PARK DIV)AL- CENTENI PARK 95257 HAGGERTY BREf 02S 06E 6 CD No WELL 57.00 12.00 12.00 15.00 BAILER W30/1990 DOMESTIC 996256 M 63908 PETERSEN GENE L 02S 06E 6 CD No WELL 43.00 11.00 28.00 24.00 BAILER 5/29/1987 IRRIGATION 96258 '� 59821 TACK NEIL D& 02S 06E 6 CDB No WELL 54.50 15.00 40.00 18.00 BAILER 8/14/1985 DOMESTIC ELEANOR G 96260 65378 DENISON C E 02S 06E 6 CDC No WELL 80.00 22.00 70.00 12.00 BAILER 7/9/1987 IRRIGATION 96259 M 33367 MCCARLDON 02S 06E 6 CDC No WELL 37.00 9.00 30.00 15.00 BAILER 5/15/1981 DOMESTIC 135361 MCFARLAND 02S 06E 6 DA No WELL 22.00 14.94 OTHER 3/31/1993 MONITORING CASCADEADAHO POLE'IPW-04 255195 M MCFARLAND 02S 06E 6 DA No BOREHOLE 44.00 17.00 3/30/1993 MONITORING CASCADE/IDAHO POLE'IPW-04D 135362 MCFARLAND 02S 06E 6 DA No WELL 22.00 13.88 OTHER 3/31/1993 MONITORING CASCADEADAHO POLE'IPW-05 1363B3 Id MCFARLAND 02S 06E 6 DA No WELL 24.80 OTHER 4/1/1993 MONITORING CASCADE/IDAHO POLE'IPW-06 141086 '® IDAHO POLE 02S 06E 6 DAA Yes WELL 11.50 0.94 BAILER 9/29/1993 MONITORING COMPANY'GM-04 141087 IDAHO POLE 02S 06E 6 DAA No WELL 11.00 1.10 BAILER 9/30/1993 MONITORING COMPANY`GM-05 133442 M MCFARLAND 02S 06E 6 DAC No WELL 27.50 9.14 OTHER 11/5/1992 MONITORING CASCADEADAHO POLE'IPW-02 141088 in IDAHO POLE 02S 06E 6 DAD No WELL 14.80 8.33 BAILER 10/4/1993 MONITORING COMPANY'GM-01 141088 '® IDAHO POLE 02S 06E 6 DAD No WELL 15.00 11.00 BAILER 10/5/1993 MONITORING COMPANY'GM-02 141090 M IDAHO POLE 02S 06E 6 DAD No WELL 15.00 7.53 BAILER 9/27/1993 MONITORING COMPANY'GM- 03D 141091 IDAHO POLE 02S 06E 6 DAD No WELL 7.50 7.18 BAILER 9/27/1993 MONITORING COMPANY'GM- 03S 226144 MDOT•BRIDGE 02S 06E 6 DBA No BOREHOLE 81.40 6.90 OTHER 10/7/2005 GEOTECH REPLACEMENT- MRL SPUR UNE'ST-15 226142 MDOT'BRIDGE 02S WE 6 DBA No BOREHOLE 83.30 8.90 OTHER 10/4Y2005 GEOTECH REPLACEMENT- MRL SPUR LINE'ST-16 226140 MDOT'BRIDGE 02S 06E 6 DBA No BOREHOLE 91.50 7.50 OTHER 10/6/2005 GEOTECH REPLACEMENT- MRL SPUR LINE'ST-17 2261 MDOT'BRIDGE 02S 06E 6 DBA No BOREHOLE 84.30 8.90 OTHER 10/5/2005 GEOTECH REPLACEMENT- MRL SPUR LINE'ST-18 1552 MT DEPT OF HWYS 02S 06E 6 DBB No BOREHOLE 25.30 19.50 OTHER 6/13/1995 GEOTECH INT SIGN 4-34-95 21121 ASHLEY,JOHN 02S 06E 6 DC No WELL 30.00 8.00 8.00 20.00 AIR 6/17/2004 IRRIGATION 167562 'M C110152-00 CITY OF 02S 06E 6 DC No WELL 180.00 16.00 35.00 PUMP 12/16/1997 DOMESTIC BOZEMAN/ STREET& SANITATION DEPT 25 C30050176 CITY OF BOZEMAN 02S 06E 6 DC No WELL 115.00 17.00 17.00 35.00 AIR 5/15/2010 DOMESTIC PARKS DEPT 199880 '® EDGERLY DONNA 02S 06E 6 DC No WELL 50.00 7.00 7.00 20.00 AIR 10/1/2002 DOMESTIC 159648 ANDERSON ERIC 02S 06E 6 DCA No WELL 20.00 9.00 16.00 35.00 AIR 5/26/1996 DOMESTIC 232433 STOLTZFUS 02S 06E 6 DCB No WELL 80.00 45.00 45.00 20.00 AIR 1/29/2007 IRRIGATION KAREN SCHMIDT 19422 C30G49251 LEHRKINDS 02S 06E 6 DCCA No WELL 90.00 11.00 11.00 21.00 AIR 1/7/2002 IRRIGATION MANSION B AND B MM M BATCHELDER 02S 06E 6 DD No WELL 26.00 26.00 10.00 OTHER 1/1/1950 DOMESTIC WILLIAM 96261 SCHLEGEL CHAS R 02S 06E 6 DD No WELL 87.00 13.00 58.00 20.00 BAILER 2/19/1973 DOMESTIC &MARY L http://mbmggwic.mtech.edu/sqlserver/vl 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center (GWIC) I Geographic Data I V.11.2012 Page 9 of 9 133441 ',"A MCFARLAND 02S 06E 6 DDA No WELL 30.00 9.47 OTHER 11/5/1992 MONITORING CASCADEADAHO POLE'IPW-01 44 MCFARLAND 02S 06E 6 DDD No WELL 28.00 12.88 OTHER 11/5/1992 MONITORING CASCADEADAHO POLE'IPW-03 End of Report. 231 records listed. Items of Note: 'This report is restricted to site types of WELL,BOREHOLE,SPRING,COAL BED METHANE WELL,PETWELL,PIEZOMETER. 2A single well record(a distinct GWIC Id)may be represented by more than one line in this report if more than one performance test was conducted on the well at the time of drilling. Explanation of Columns: GWIC Id=Key field for the GWIC database.Links to one page reports. PDF=Are scanned documents available through the Document Manager? ■ iT=Yes,click on the icon to download the PDF file. ■ d=No,well was submitted electronically.No paper record exists. ■ •=No,record does have a known well log but it is not scanned yet. ■ 0=No,record may or may not have a document to scan.Metadata is unclear. ■ ©=No,record was created from a source other than a well log.No paper record exists. DNRC WR=Water right number assigned to this site by Department of Natural Resources and Conservation. Site Name=Current owner name assigned to GWIC record. Location=Location of site in Montana township,range,section,and quarter-section coordinates. Ver?=Has this location been verified by field staff? Type=Type of site assigned to GWIC record. Td=Total depth of well in feet below ground. Swl=Static water level in feet above/below ground-Negative values are reported for water levels that are above land surface. Pwl=Pumping water level in feet below ground. Rwl=Recovery water level in feet below ground. Yield=Yield in gallons per minute. Test=Type of performance test reported. Date=Completion date of well/borehole. Use=Reported use of water. Disclaimer: The preceding materials represent the contents of the GWIC databases at the Montana Bureau of Mines and Geology at the time and date of the retrieval.The information is considered unpublished and is subject to correction and review on a daily basis.The Bureau warrants the accurate transmission of the data to the original end user at the time and date of the retrieval.Retransmission of the data to other users is discouraged and the Bureau claims no responsibility if the material is retransmitted.There may be wells in the request area that are not recorded at the Information Center. Ground Water Information Center Online 01998-2012 ,Staff I Privacy Statement http://mbmggwic.mtech.edu/sqlserver/v I 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) I Geographic Data I V.11.2012 Page 1 of 5 Groundwater Information Center You are currently signed in.16/5/2012 Montana Bureau of Mines and Geology Sian out Montana Tech of The University of Montana 1300 West Park Street-Natural Resources Building Room 329 Butte Montana 59701-8997 Ph:(406)496-0336 Fx:(406)496-4343 Home I Well Data I Reoorts I Data Coop I DrillerWeb I DNRC I Helol Menus:I Main I C I GWCP I Projects I Coal I Geothermal I GWIC Data>Well Construction Data>Township:01S Range:06E Sec:31,32 The following data were returned from the GWIC databases for the area you requested.For a more detailed description of the data view the GWIC Metadata report.If you notice data entry errors or have questions please let us know by clicking here to leave us a message.If you wish to view a one page report for a particular site, click the hyperlinked Gwic Id for that well.Scroll to the right of your screen to view all the data.All data displayed on the screen may not show up when printed. Retrieval Statistics' Did you know about... Field Max Min Avg Other GWIC data Total Depth(ft) 190.00 8.00 58.45 GWIC has 2 field visit(s)for this request area. Static Water Level(ft) 80.00 3.50 14.78 GWIC has 2 water level(s)for this request area. Yield(gpm) 1,200.00 2.00 40.75 Thanks,Just take me back to the menu. `These statistics do not take any geographic,topographic,or geologic Other MBMG data factors into consideration.Negative swl values are reported for water levels that are above land surface. MBMG has 383 publications available for GALLATIN county. MBMG has 447 publications available for MADISON county. MBMG has 3 abandoned mine record(s)for this request area. Gwic Id PDF DNRC WR Site Name Twn Rng Sec O Sec Ver? Type Td Swl Pwl Rwl Yield Test Date Use 92030 CELANDER 01S 06E 31 No WELL 49.00 4.00 49.00 30.00 PUMP 9/2911966 PUBLIC WATER SUPPLY HARLEY 98M CLAUDE WILSON 01S 06E 31 No WELL 62.00 13.00 62.00 15.00 PUMP 6/8/1976 UNKNOWN 8 CO 144762 COMPATH 01S 06E 31 No WELL 36.00 5.00 8.D0 25.00 PUMP 4/5r1986 DOMESTIC NATIONAL 203909 JM SPRAGUECLARK 01S 06E 31 No WELL 120.00 54.00 54.00 30.00 AIR 5/14/2003 IRRIGATION 149232 BRIDGER CREEK 01S 06E 31 A No WELL 80.00 30.00 75.00 30.00 18.00 AIR 11/4/1994 DOMESTIC GOLF COURSE 92012 OSBORNEJAMES 01S 06E 31 A No WELL 8.00 4.00 OTHER 1/1/1930 DOMESTIC A 203600 C30008246 BOWMAN 01S 06E 31 AA No WELL 150.00 60.00 60.00 30.00 AIR 5/27/2003 IRRIGATION DARRELL 188920 BEEBE BILL 01S 06E 31 AAA No WELL 100.00 30.00 30.00 25.00 AIR 5/8t2001 DOMESTIC 186996 C115503-00 PERKINS LYNN 01S 06E 31 AAB No WELL 100.00 35.00 35.00 30.00 AIR 2/20/2001 IRRIGATION - 266510 d ROSTAD,PHILB 01S 06E 31 ABA No WELL 100.00 30.00 30.00 30.00 AIR 4/23/2012 IRRIGATION JOAN 147372 MBMG RESEARCH 01S 06E 31 ABAA No WELL 48.00 29.00 OTHER 2/21/1985 RESEARCH WELL'LF3 147354 MBMG RESEARCH 01S 06E 31 ABBC No WELL 28.00 OTHER 2/21/1985 RESEARCH WELL LF-2 147374 MBMG RESEARCH 01S 06E 31 ABBC No WELL 13.00 OTHER 2/27/1985 RESEARCH WELL LF-5 147373 MBMG RESEARCH 01S 06E 31 ABCD No WELL 23.00 OTHER 2/22/1985 RESEARCH 'LF4 188922 BRIDGER CREEK 01S 06E 31 AC No WELL 59.00 6.50 6.50 40.00 AIR 3/27/2001 IRRIGATION SUB.COMMUNITY ASSOCIATION 213681 NELSON,JEROME 01S 06E 31 AD No WELL 47.00 16.00 16.00 25.00 AIR 9/2/2004 IRRIGATION S.C. 92013 BUTTON WILBUR J 01S 06E 31 ADD No WELL 74.D0 26.00 54.00 15.00 BAILER 5/17/1955 DOMESTIC 92014 ,® 61531 SPRINGHILL 01S WE 31 B No WELL 40.00 5.00 40.00 50.00 AIR 12/9/1985 DOMESTIC PROPERTIES 147377 MBMG RESEARCH 01S 06E 31 BAAD No WELL 21.00 OTHER 2/27/1985 RESEARCH WELL LF-7 14737 '® MBMG RESEARCH 01S 06E 31 BAAD No WELL 11.50 OTHER 2/27/1985 RESEARCH WELL LF-7A 147375 JM MBMG RESEARCH 01S 06E 31 BABA No WELL 18.00 OTHER 2/27/1985 RESEARCH WELL LF-6 14737 MBMG RESEARCH 01S 06E 31 BABA No WELL 8.00 OTHER 2/27/1985 RESEARCH WELL'LF-6A http://mbmggwic.mtech.edu/sqlserver/vl 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center (GWIQ Geographic Data V.11.2012 Page 2 of 5 '® HILLMAN MEL 01S 06E 31 BC No WELL 60.00 9.00 55.00 9.00 15.00 AIR 3/9/1991 DOMESTIC BEYL KEITH R& 01S 06E 31 C No WELL 60.00 5.00 10.00 OTHER 8/1/1951 DOMESTIC Id DOROTHY 92020 BEYL KEITH R& 01S O6E 31 C No WELL 27.00 5.00 22.00 42.00 PUMP 11/19/1963 DOMESTIC DOROTHY 92023 '® BOUNTING R A& 01S O6E 31 C No WELL 39.50 5.00 34.00 8.00 BAILER 6/2/1970 DOMESTIC KATHERINE o,n,t CASS JAMES E 01 S 06E 31 C No WELL 6.00 60.00 OTHER 1/l/1957 IRRIGATION 92016 EGBERT EVERETT 01S O6E 31 C No WELL 45.00 13.00 23.00 20.00 BAILER 11/14/1979 DOMESTIC 92019 EGBERT EVERETT 01S 06E 31 C No WELL 37.00 13.00 22.00 30.00 BAILER 3/25/1983 UNKNOWN 120121 EGBERT EVERETT 01S 06E 31 C No WELL 63.60 17.00 47.00 20.00 BAILER 5/24/1977 DOMESTIC 120120 '® EGBERT EVERETT 01S O6E 31 C No WELL 59.40 18.00 44.00 20.00 BAILER 5/20/1977 DOMESTIC 92017 '® EGBERT EVERETT 01S 06E 31 C No WELL 41.00 14.00 24.00 30.00 BAILER 11/21/1979 DOMESTIC 92018 JM EKW 01S O6E 31 C No WELL 37.00 14.00 17.00 20.00 BAILER 11/2/1979 INDUSTRIAL PARTNERSHIP 92015 M 9457 GALLATIN 01S O6E 31 C No WELL 41.00 6.00 12.00 20.00 PUMP 6/2 811 9 7 5 PUBLIC WATER SUPPLY HUMANE SOCIETY 250749 CITY OF 01S O6E 31 CBDD No WELL 40.00 5.50 5.50 75.00 AIR 5/14/2009 IRRIGATION BOZEMAN 09l19S #1 BEYL KEITH& 01S O6E 31 CC No WELL 43.00 11.00 25.00 20.00 BAILER 12/15/1970 DOMESTIC Id DOROTHY 92024 '® SEBENA WILLIAM 01S O6E 31 CC No WELL 58.00 6.00 50.00 12.00 BAILER 11/9/1981 INDUSTRIAL 92029 '® BOUNTING R A& 01S O6E 31 CD No WELL 12.00 6.00 100.00 OTHER 1/1/1951 IRRIGATION KATHERINE (GARDEN WELL) 92026 BOUNTING R A& OiS O6E 31 CD No WELL 12.00 6.00 100.00 OTHER 1/1/1946 DOMESTIC KATHERINE (HOUSE WELL) 196821 BOZEMAN 01S 06E 31 CD No WELL 60.00 13.00 13.00 15.00 AIR 6/18/2002 DOMESTIC FUNITURE ATTN JOHN 92027 HORNER OLLISE 01S O6E 31 CD No WELL 85.00 9.00 55.00 55.00 BAILER 5/10/1958 DOMESTIC 92028 WILLIAMS 01S O6E 31 CD No WELL 66.00 61.00 46.00 20.00 BAILER 9/2/1960 PUBLIC WATER SUPPLY STANLEY 176282 C110110-00 CENTURY 01S O6E 31 CDCD No WELL 93.00 9.00 9.00 30.00 AIR 10/21/1999 DOMESTIC WAREHOUSING INC 92038 CARTER PAUL 01S 06E 31 D No WELL 75.20 30.00 67.00 16.00 BAILER X14/1983 STOCKWATER 92037 HOUSERCONST 01S O6E 31 D No WELL 91.00 7.00 50.00 25.00 PUMP 7/6/1984 DOMESTIC 92039 JACOBSON 01S O6E 31 D No WELL 36.00 5.70 36.00 30.00 PUMP 4/3/1968 DOMESTIC MAURICE& MARGARETA 92011 '® LICHTENBERG 01S O6E 31 D No WELL 31.00 5.00 16.00 60.00 PUMP 11/30/1977 DOMESTIC DELBROOK MM JM MT INDUSTRIAL O1S 06E 31 D No WELL 43.50 4.00 43.50 15.00 PUMP 8/21/1971 DOMESTIC DEVELOPMENT CORPORATION 92041 MT INDUSTRIAL O1S O6E 31 D No WELL 49.00 6.00 49.00 15.00 PUMP 1 2/2 711 9 71 DOMESTIC DEVELOPMENT CORPORATION 2 '® MT INDUSTRIAL 01S O6E 31 D No WELL 43.50 3.50 43.50 20.00 PUMP 5/28/1970 UNKNOWN DEVELOPMENT CORPORATION OSBORNE O1S 06E 31 D No WELL 15.00 OTHER 9/l/1952 DOMESTIC BEULAH E 92033 OSBORNEJAMES 01S O6E 31 D No WELL 70.00 14.00 45.00 24.00 BAILER 4/17/1964 DOMESTIC 2�72 OSBORNEJAMES 01S O6E 31 D No WELL 18.00 12.00 17.00 300.00 PUMP 7/2/1964 IRRIGATION A 92031 SUNDBAKKEN 01S O6E 31 D No WELL 29.50 13.00 29.50 35.00 PUMP 7/11/1963 DOMESTIC OSCAR 92 TERRY GEORGE 01S 06E 31 D No WELL 32.40 14.00 14.00 20.00 BAILER 5/1 511 9 61 DOMESTIC 92036 TERRY GEORGE 01S O6E 31 D No WELL 32.40 14.00 14.00 20.00 OTHER 1/l/1938 DOMESTIC 165163 AITKEN PHYLLIS 01S O6E 31 DA No WELL 40.00 10.00 35.00 10.00 30.00 AIR 7/18/1997 DOMESTIC http://mbmggwic.mtech.edu/sglserver/v 1 I/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center (GWIC) Geographic Data I V.11.2012 Page 3 of 5 206718 n C30009531 HALVERSON 01S O6E 31 DA No WELL 80.00 10.00 10.00 30.00 AIR 8/26/2003 DOMESTIC LINDY $$w JM POPE N R 01S O6E 31 DA No WELL 80.00 22.00 60.00 22.00 15.00 AIR 6(30/1989 DOMESTIC 13 84771 SOLYST DORTHY 01S O6E 31 DA No WELL 76.00 8.00 76.00 8.00 15.00 AIR 9/4/1992 DOMESTIC 159611 97884 VALHALLA O1S 06E 31 DAA No WELL 40.00 9.00 30.00 9.00 30.00 AIR 3I15/1996 IRRIGATION TOWNHOME ASSOCINC 195425 M C30002122 JENNINGS 01S 06E 31 DAAB No WELL 40.00 16.41 16.41 30.00 AIR 3/18/2G02 IRRIGATION STUART 191769 C117082-00 HOEFF GERALD 01S 06E 31 DABD No WELL 65.00 15.00 40.00 AIR 7/20/2001 IRRIGATION AND THERESA 170466 C30031280 HAYES WILL AND 01S O6E 31 DAD No WELL 165.00 15.00 135.00 15.00 40.00 AIR 6/25/1998 IRRIGATION KRISTI 176283 Id BRIDGER GROUP 01S 06E 31 DB No WELL 50.00 5.00 5.00 35.00 AIR 6/30/1999 IRRIGATION LLP 160013 Id C101852 BRIDGER GREENS 01S 06E 31 DEB No WELL 41.00 14.00 36.00 14.00 35.00 AIR 8/19/1996 IRRIGATION CONDOMINIUMS CORP 249700 10 GOLF COURSE 01S O6E 31 DBDD No WELL 35.00 8.00 8.00 45.00 AIR 4/13/2009 IRRIGATION PARTNERS,INC. 239319 M BOYS AND GIRLS 01S O6E 31 DC No WELL 38.50 9.00 9.00 20.00 AIR 1 012 7/2 0 0 6 IRRIGATION CLUB OF S.W. MONTANA 92046 '® GRIFFIN GUY R 01S O6E 31 DC No WELL 12.00 6.00 2.00 OTHER 1/1/1910 DOMESTIC 92044 -M GRIFFIN JOHNP 01S O6E 31 DC No WELL 12.00 12.00 30.00 OTHER 4/1/1961 DOMESTIC 92045 GRIFFIN P R& 01S O6E 31 DC No WELL 52.00 8.00 52.00 20.00 PUMP 6/19/1972 DOMESTIC JUNE 92048 BRIDGER VIEW 01S 06E 31 DDAC No WELL 190.00 8.00 115.00 110.00 AIR 5130/1972 PUBLIC WATER SUPPLY TRAILER COURT 145402 BROLING DOUG 01S O6E 31 DDB No WELL 60.00 4.20 25.00 4.20 25.00 AIR 5/16/1994 DOMESTIC 183381 JM C112655-00 MT VIEW ESTATES 01S O6E 31 DDB No WELL 40.00 8.00 8.00 50.00 AIR 6/9/2000 DOMESTIC INC am 'M BRIDGER VIEW 01S O6E 31 DDBC No WELL 178.00 8.00 138.00 70.00 AIR 4/26/1971 PUBLIC WATER SUPPLY TRAILER COURT (WELL1) 92049 BRIDGER VIEW 01S 06E 31 DDBD No WELL 185.00 10.00 105.00 85.00 AIR 5/29/1971 PUBLIC WATER SUPPLY TRAILER COURT (WELL82) 92050 '® C30023393 CYSEWSKI BEN J 01S 06E 32 No WELL 29.00 29.00 20.00 OTHER 6/1/1960 DOMESTIC 92051 Id KOLB H H& 01S 06E 32 No WELL 30.00 9.00 30.00 30.00 PUMP 7/15/1962 DOMESTIC AUGUSTA H 199215 JM JENSEN RICHARD 01S 06E 32 No WELL 58.00 16.50 16.60 30.00 AIR 9/30/2002 DOMESTIC AND KATHRYN 92052 JM CO25062-00 RUGHEIMER 01S O6E 32 B No WELL 63.00 6.00 56.00 18.00 BAILER 8/21/1979 HALLIE 234042 C-30027873 LEGEND OF OiS O6E 32 BA No WELL 140.00 16.00 16.00 55.00 AIR 1/26/2007 IRRIGATION BRIDGER CREEK 92054 C095377-00 FILLBACK DALE O1S O6E 32 BC No WELL 89.00 7.00 77.00 15.00 BAILER 7/1/1980 492053 RUGHEIMER 01S 06E 32 BC No WELL 54.00 1,200.00 OTHER i/1/1947 DOMESTIC HALLIE um SWINGLE WESLEY 01S O6E 32 BC No WELL 72.00 10.00 20.00 PUMP 3/26/1979 DOMESTIC MARK& ELIZABETH 263021 '® CONSTRUCTIVE 01S 06E 32 BCC No WELL 58.50 12.D0 12.00 37.00 AIR 8/10/2011 DOMESTIC SOLUTIONS 230655 30020215 JACKSON DON O1S O6E 32 BCCD Yes WELL 65.00 7.00 AIR 1/17/1970 DOMESTIC 230645 M 30020215 JACKSON DON 01S O6E 32 BCCD Yes WELL 65.00 7.00 45.00 BAILER 1/17/1970 DOMESTIC 204064 M C30007065 CARPENTER JON 01S O6E 32 BCDB No WELL 98.00 6.00 6.00 30.00 AIR 5/28/2003 DOMESTIC 145401 'M C091486-00 JACKSON DON 01S O6E 32 BCDD Yes WELL 75.00 8.00 61.00 8.00 20.00 PUMP 4/10/1994 DOMESTIC 139078 Id C086508-00 RUGHEIMER 01S 06E 32 BDA No WELL 140.00 65.00 130.00 65.00 20.00 AIR 4/17/1993 DOMESTIC PETER 92056 JM C061569-00 RUGHEIMER 01S 06E 32 BDC No WELL 50.00 10.00 30.00 17.00 PUMP 6/12/1986 DOMESTIC HALLIE 123964 MILLER CHRIS 01S 06E 32 C No WELL 90.00 26.00 80.00 26.00 25.00 AIR 10/9/1990 DOMESTIC http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) I Geographic Data I V.11.2012 Page 4 of 5 92059 '® MORROW 01S O6E 32 C No WELL 56.00 14.00 56.00 12.00 BAILER 6/10/1959 DOMESTIC ARTHUR E. 92057 SIEVERTCECIL 01S 06E 32 C No WELL 29.50 9.00 29.50 30.00 PUMP 9/18/1963 DOMESTIC 92063 '® TURNER J.E. 01S 06E 32 C No WELL 60.50 14.00 60.50 10.00 PUMP 7/6/1962 DOMESTIC 92061 WILLIAMS FRANK 01S 06E 32 C No WELL 32.00 11.00 15.00 OTHER 4/1/1959 DOMESTIC E.AND THELMA 92056 C30025882 YELEY WARREN 01S O6E 32 C No WELL 60.00 12.00 60.00 15.00 PUMP 5/27/1960 DOMESTIC JAY ZETLER ALAN 01S O6E 32 C No WELL 55.00 12.00 55.00 10.00 PUMP 6/26/1962 DOMESTIC 423 040 C-30027855 LEGEND OF 01S 06E 32 CA No WELL 140.00 12.00 12.00 45.00 AIR 1/25/2007 IRRIGATION BRIDGER CREEK 246139 WISEMAN MIKE O1S O6E 32 CA No WELL 90.00 21.00 21.00 25.00 AIR 8/812008 IRRIGATION 234038 '� C-30027855 LEGEND OF 01S O6E 32 CB No WELL 140.00 23.00 23.00 45.00 AIR 1/25/2007 IRRIGATION BRIDGER CREEK 222041 10 C30026431 LEGEND OF O1S O6E 32 CB No WELL 120.00 11.00 11.00 90.00 AIR 10/20/2005 IRRIGATION BRIDGER CREEK SUBDIVISION 222042 LEGEND OF O1S 06E 32 CB No WELL 120.00 10.00 10.00 60.00 AIR 10/182005 IRRIGATION BRIDGER CREEK SUBDIVISION 148784 C093702-00 BATCHELDER BOB 01S 06E 32 CBC No WELL 80.00 6.00 75.00 6.00 35.00 AIR 5/10/1994 DOMESTIC AND WILLIAMS LISA 92067 BALLINGER GENE 01S O6E 32 CC No WELL 30.00 10.00 11.00 60.00 PUMP 6/3/1968 DOMESTIC 147683 C091391-00 DEL DUCA LEILAN 01S 06E 32 CC No WELL 40.00 10.00 35.00 10.00 30.00 AIR 6(30/1994 DOMESTIC &MARIO 92068 KERWINTHOMAS 01S 06E 32 CC No WELL 32.00 12.00 20.00 20.00 BAILER 8/24/1965 DOMESTIC 195893 THE HEADLANDS 01S O6E 32 CC No WELL 70.00 8.00 8.00 25.00 AIR 5/15/2002 IRRIGATION LLC 92064 C30003019 VOGEL DAVE JR 01S 06E 32 CC No WELL 28.00 10.00 28.00 30.00 PUMP 11/28/1964 DOMESTIC 92065 '® VOGEL DAVID SR 01S O6E 32 CC No WELL 22.00 5.00 5.00 10.00 BAILER 6/6/1942 DOMESTIC 92069 IM VOGELEDWARD 01S O6E 32 CC No WELL 25.00 6.00 5.00 OTHER 1/1/1865 DOMESTIC H. Q� VOGELEDWARD 01S 06E 32 CC No WELL 20.00 6.00 5,00 OTHER 1/1/1899 STOCKWATER H. 206719 CARACCIOLO O1S O6E 32 CD No WELL 40.00 11.00 11.00 30.00 AIR 8/18/2003 DOMESTIC DAVID/WILLIAMS WENDY 92072 C115587-DO FRISBIE GARY M. 01S 06E 32 CD No WELL 49.00 12.00 49.00 12.00 PUMP 7/1/1960 DOMESTIC 92070 '® SANDBO ALBERT 01S 06E 32 CD No WELL 53.00 12.00 53.00 15.00 PUMP 7/10/1962 DOMESTIC 195895 THE HEADLANDS 01S O6E 32 CD No WELL 68.00 8.00 8.00 18.00 AIR 5/16/2002 IRRIGATION LLC 92060 '® JUVON EDDIE& 01S O6E 32 CDA No WELL 32.00 11.00 15,00 OTHER 9/1/1959 DOMESTIC CHARLOTTE 92074 FLANIGAN 01S O6E 32 CDC No WELL 30.00 40.00 BAILER 6/1/1960 DOMESTIC HERBERT W. 92073 VOGELEDWARD 01S 06E 32 CDC No WELL 20.00 6.00 5.00 OTHER 1/1/1900 STOCKWATER H. 262683 BISHOP,DOUG& 01S 06E 32 CDD No WELL 54.00 12.00 12.00 20.00 AIR 8/31/2011 IRRIGATION LORRAINE 124872 '® BRADLEY RAY 01S O6E 32 CDD No WELL 20.00 5.00 15.00 5.00 30.00 AIR 8/2/1991 IRRIGATION 250760 d C30047185 GARRITY 01S 06E 32 CDDB No WELL 40.00 9.00 9.00 25.00 AIR 5/11/2009 IRRIGATION MICHAEL 92075 GEISER JOHN L. 01S O6E 32 D No WELL 80.00 80.00 10.00 OTHER 6/28/1960 DOMESTIC 920n GIESER JOHN L 01S O6E 32 0 No WELL 62.00 15.00 OTHER 7/7/1960 DOMESTIC mm HAMILTON BERL 01S 06E 32 D No WELL 46.00 15.00 46.00 15.00 PUMP 11/3/1965 DOMESTIC 92080 '® HAMILTONBERL 01S O6E 32 D No WELL 20.00 20.00 60.00 OTHER 1/1/1883 STOCKWATER WELL 1 9207 HAMILTON BERL' 01S 06E 32 D No WELL 20.00 20.00 60.00 OTHER 1/1/1943 DOMESTIC WELL 2 92076 Its TRUNK FRANK J O1S O6E 32 D No WELL 39.00 22.00 28.00 OTHER 1027/1960 DOMESTIC JR AND PATRICIA A http://mbmggwic.mtech.edu/sqlserver/v I 1/data/dataGeographic.asp?pagename=township&r... 6/5/2012 Montana's Ground-Water Information Center(GWIC) Geographic Data I V.11.2012 Page 5 of 5 234043 d C-30027874 LEGEND OF 01S 06E 32 DB No WELL 180.00 22.00 22.00 50.00 AIR 1/26/2007 IRRIGATION BRIDGER CREEK 423 O44 y� C-30027882 LEGEND OF 01S O6E 32 DB No WELL 140.00 23.00 23.00 45.00 AIR 1/29/2007 IRRIGATION BRIDGER CREEK 216733 BRYANT VAN 01S O6E 32 DC No WELL 116.00 39.00 39.00 25.00 AIR 12/2/2004 IRRIGATION 210098 d COLLINS,DON& 01S 06E 32 DC No WELL 45.00 20.00 20.00 20.00 AIR 5/10/2004 IRRIGATION ERICA 92071 DEAN ROBERT B. 01S O6E 32 DC No WELL 40.00 15.00 100.00 OTHER 1 0/1 511 9 5 8 DOMESTIC AND RUTH W. 92085 JACOBSON 01S O6E 32 DC No WELL 34.00 14.50 34.00 15.00 BAILER 10/4/1958 DOMESTIC SEIVERT 920 MILLER 01S O6E 32 DC No WELL 70.00 20.00 70.00 8.00 BAILER 12Y3011957 DOMESTIC CLARENCE 92088 MOSHIER RONALD 01S O6E 32 DC No WELL 30.00 14.00 40.00 OTHER 10/1/1959 DOMESTIC L.AND MARY A. 92087 SEEKINS JAMES 01S 06E 32 DC No WELL 36.00 14.00 36.00 20.00 PUMP 10/4/1966 DOMESTIC W.AND VIRGINIA L. 92082 TURNOUIST 01S O6E 32 DC No WELL 35.00 14.00 35.00 15.00 BAILER 8/28/1959 DOMESTIC SIDNEY I. 920 VOGEL W.GLENN 01S 06E 32 DC No WELL 34.00 6.00 34.00 25.00 PUMP 9/27/1967 DOMESTIC AND OKARCHE M. 92083 WALL RICHARD 01S O6E 32 DC No WELL 102.00 18.00 70.00 8.00 BAILER 4/30/1958 DOMESTIC 92081 C112671-00 MILLER 01S O6E 32 DCB No WELL 70.00 70.00 15.00 OTHER 1/1/1958 DOMESTIC CLARENCE J. 92089 VOGEL DAVID SR. 01S O6E 32 DCD No WELL 23.50 5.00 22.00 7.00 PUMP DOMESTIC AND HELEN B. 92090 VOGEL DAVID SR. 01S 06E 32 DCD No WELL 23.50 5.00 22.00 7.00 PUMP 1/1/1947 DOMESTIC AND HELEN B. End of Report. 143 record(s)listed. Items of Note: 'This report is restricted to site types of WELL,BOREHOLE,SPRING,COAL BED METHANE WELL,PETWELL,PIEZOMETER. 2A single well record(a distinct GWIC Id)may be represented by more than one line in this report if more than one performance test was conducted on the well at the time of drilling. Explanation of Columns: GWIC Id=Key field for the GWIC database.Links to one page reports. PDF=Arre1 scanned documents available through the Document Manager? ■ �i=Yes,click on the icon to download the PDF file. ■ d=No,well was submitted electronically.No paper record exists. ■ =No,record does have a known well log but it is not scanned yet. ■ •=No,record may or may not have a document to scan.Metadata is unclear. ■ ©=No,record was created from a source other than a well log.No paper record exists. DNRC WR=Water right number assigned to this site by Department of Natural Resources and Conservation. Site Name=Current owner name assigned to GWIC record. Location=Location of site in Montana township,range,section,and quarter-section coordinates. Ver?=Has this location been verified by field staff? Type=Type of site assigned to GWIC record. Td=Total depth of well in feet below ground. Swl=Static water level in feet above/below ground-Negative values are reported for water levels that are above land surface. Pwl=Pumping water level in feet below ground. Rwl=Recovery water level in feet below ground. Yield=Yield in gallons per minute. Test=Type of performance test reported. Date=Completion date of well/borehole. Use=Reported use of water. Disclaimer; The preceding materials represent the contents of the GWIC databases at the Montana Bureau of Mines and Geology at the time and date of the retrieval.The information is considered unpublished and is subject to correction and review on a daily basis.The Bureau warrants the accurate transmission of the data to the original end user at the time and date of the retrieval.Retransmission of the data to other users is discouraged and the Bureau claims no responsibility if the material is retransmitted.There may be wells in the request area that are not recorded at the Information Center. Ground Water Information Center Online 01998-2012 Staff I Privacy Statement http://mbmggwic.mtech.edu/sqlserver/v 11/data/dataGeographic.asp?pagename=township&r... 6/5/2012