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HomeMy WebLinkAbout024 - Appendix L.1 - Aquatic Resource Submittal Package _________________________________________________________________________ 1 Delaney & Company 101 East Main Street Bozeman, MT 59715 June 9, 2023 RE: Ferguson Farm Aquatic Resources Delineation Summary ______________________________________________________________________________________ Dear Delaney & Company, An aquatic resources delineation was conducted within the proposed Ferguson Farm development located in Bozeman, Montana, Gallatin County (SW ¼ Section 10, T2S, R5E; Figure 1). METHODS Wetlands were delineated using the 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0) (USACE 2010). The 2018 Wetland Ratings was used to determine vegetation indicator status rating (USACE 2018). NRCS soil (2023) data and Montana Natural Heritage Program wetland and riparian mapping data (2023) were reviewed. Data points (DP) were established within the investigation area; vegetation, hydrology and soils data were assessed using USACE wetland determination data forms. The delineation map is included in Appendix A (Exhibit A). USACE data forms are included in Appendix B. Photographs are included in Appendix C and Natural resource Conservation Service (NRCS 2023) soil data and Montana Natural Heritage Program wetland and riparian mapping data (MNHP 2023) are included Appendix D. Caddis Engineering & Land Surveying, P.C., surveyed the wetlands and estimated ordinary highwater mark of all non-wetland waterways. Survey quality GNSS equipment (Javad GNSS Receivers) were utilized with horizontal coordinates on an assumed coordinate system, referenced to Grid North of the Montana State Plane Coordinate System. Horizontal coordinates presented in this report are measured at ground, using international feet. Ferguson Farm Aquatic Resources Delineation Summary June 9, 2023 _________________________________________________________________________ 2 Figure 1. Ferguson Farm proposed project site aquatic resources delineation investigation boundary (red polygon). RESULTS The delineation was conducted on May 9, 2023. One stream channel (NWW-1, 1,193 LF, 10,305 sqft) with a narrow wetland fringe (Wetland-1, 20,637 sqft) occurs within the subject property (Exhibit, Appendix A). The system qualifies as a lower perennial streambed with cobble-gravel (R2SB3) (Cowardin 1979). A stormwater pit occurs in the northwest area of the property; however, it does not qualify as a wetland or waterway. Common species along the channel include balsam poplar cottonwood (Populus balsamifera, FAC) and reed canary grass (Phalaris arundinacea, FACW). The aquatic system qualifies as a Class III wetland-channel system (Appendix E). The channelbed and wetland fringe would require a MT 310 and Section 404 permits to impact, along with a DEQ 401 and 318. A 50-foot setback would be required by the City of Bozeman along the wetland fringe. Please contact me with any questions or concerns at (406) 580-6993 or at lbacon@terraquaticllc.com. Sincerely, Lynn M. Bacon, PWS TerraQuatic, LLC 1336 Cherry Drive Bozeman, MT 59715 (406) 580-6993 N Maynard-Border Stream Ferguson Farm Aquatic Resources Delineation Summary June 9, 2023 _________________________________________________________________________ 3 REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS-79/31. USDI Fish and Wildlife Service. Washington, D.C. Montana Natural Heritage Program (MNHP). 2023. Natural Heritage Map Viewer: http://mtnhp.org/mapviewer/?t=8, data retrieved October 27, 2020. Natural Resource Conservation Service (NRCS). 2023. Soil Survey, Hydric Rating by Map Unit: http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx, Data retrieved November 19, 2020. U.S. Army Corps of Engineers (USACE). 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0), ed. J.S. Wakely, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-3. Vicksburg, MS: U.S. Army Engineer Research and Development Center. U.S. Army Corps of Engineers. 2018. National Wetland Plant List - 2018, U.S. Army Corps of Engineers, version 3.4. Engineer Research and Development Center Cold Regions Research and Engineering Laboratory, Hanover, NH. APPENDIX A _____________________________________________________________________________ FERGUSON FARM AQUATIC RESOURCES DELINEATION MAP _____________________________________________________________________________ APPENDIX B _________________________________________________________________________________ USACE WETLAND DETERMINATION FORMS __________________________________________________________________________________ APPENDIX C ______________________________________________________________________________________ PHOTOGRAPHS _______________________________________________________________________________________ Photo 1. Maynard-Border stream channel, upland data point (DP-1U; left double orange flag) and DP-1W (right); view southwest. DP-1W DP-1U APPENDIX D __________________________________________________________________________________ NRCS SOIL and MNHP WETLAND INVENTORY MAPS __________________________________________________________________________________ NRCS (2023) soil data; red polygon is approximate delineation investigation boundary. MNHP (2023) wetland and riparian mapping, red polygon is approximate delineation investigation boundary. This MNHP depiction does not include the channel wetland fringe, only as a nonwetland forested riparian (Rp1FO). A site investigation resutled in qualifying the system as a forested wetland along a perennial streambed, APPENDIX E ______________________________________________________________________________________ FUNCTIONAL ASSESSMENT _______________________________________________________________________________________ Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ______________________________________________________________________________________ 1 Sec. 38.220.130. Submittal materials for regulated activities in wetlands. A. All parties applying for activity permits proposing action affecting federal, state or city regulated wetlands, watercourses and/or buffers within the city limits must submit the following information: 1. A wetland and watercourse delineation report must be submitted to the city for all projects, if aquatic resources are present. When required to determine applicability and scope of wetland location and function the delineation shall go beyond the boundary of the property. If no aquatic resources are present, a letter must be submitted to the city stating that there are no water resources within the subject property. a. This wetland and watercourse delineation report must include, but not be limited to, the following: (1) Wetland and watercourse descriptions; Report enclosed. (2) Functional assessment, as determined by a state-accepted functional assessment method, i.e., Montana Department of Transportation (Berglund and McEldowney 2008 as amended) or Montana Department of Environmental Quality (Apfelbeck and Farris 2005 as amended); Enclosed in delineation report. (3) Wetland types, as determined by a state-accepted functional assessment method (i.e., Cowardin et al 1979 as amended); Report enclosed. (4) Wetland acreages (by a licensed surveyor); Report enclosed. (5) Maps with property boundaries, wetland and watercourse boundaries and acreages; and Map included in delineation report. (6) Wetland data forms (U.S. Army Corps of Engineers data forms). Included in delineation report. 2. If activities are planned in and/or adjacent to aquatic resources the following information is required: a. A site plan which shows the property boundary; delineated wetland and watercourse boundaries; buffer boundaries; and all existing and proposed structures, roads, trails, and easements. The site plan will include a table of existing wetland functional ratings and acreage, required buffers and acreage, and linear feet of all watercourses and ditches. (1) All direct impacts to wetlands, watercourses, and buffers must be highlighted and summarized in a table on the site plan. The water resource and buffer summary table must include wetland/watercourse identification number; corresponding buffer width and acreage; total site, wetland, watercourse, ditch, and buffer acreages; jurisdictional status; impacts to all water resources and buffers; and, mitigation types and acreages. See Exhibit B, impacts listed in callouts. (2) All indirect impacts (e.g., shading from boardwalks or public utility well drawdown) must be summarized in the document. (3) Does Not Apply (DNA) b. A map with all proposed mitigation areas and their required buffers. The map must include a table of mitigation wetland type and acreage and required buffers and acreage and a description of the functional unit gain of the wetland mitigation (as determined by a state-accepted functional assessment method). DNA Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ______________________________________________________________________________________ 2 c. The source, type and method of transport and disposal of any fill material to be used, and certification that the placement of fill material will not violate any applicable state or federal statutes and regulations as listed in section 38.220.020. All fill material will be sourced from a non-polluted gravel pit near the site and certified such that state and federal statutes and regulations are not violated. d. Copies of the following: (1) Any Clean Water Act (CWA) section 404 and 401 permits (PENDING, application enclosed); (4) Any MT 301 permits (PENDING, application enclosed); (5) Any floodplain determinations for the proposed site known to the applicant (DNA); (6) Any other applications, state or federal, for wetlands permits regarding the proposed site (DNA); (7) Any U.S. Army Corps of Engineers jurisdictional determinations regarding wetlands on the proposed and adjacent site (Not necessary, this feature is a known jurisdictional feature); and (8) If relevant, any Montana state joint applications for the proposed project site (DNA). e. A completed wetland review checklist. Enclosed. 3. If in the preparation or review of the required submittal materials it is determined that there are unavoidable impacts to wetlands and/or watercourses that will require a Federal Clean Water Act permit, then the following information must be submitted to the city for all federal jurisdictional and city-regulated wetlands (see section 38.700.210 for definition) in a compensatory mitigation report: City-regulated aquatic resources occur within the proposed project site. Therefore, all impacts will be permitted and mitigated through the Section 404 application process with the USACE (as of current submittal date). Proposed channel bed impact (145.32 LF (394 SF) and wetland impacts (1, 813 SF (0.04 ac) will require NO USACE mitigation. a. The descriptive narrative must include, at a minimum: DNA; no onsite mitigation will be proposed. (1) The name and contact information of the applicant; the name, qualifications, and contact information for the primary author of the compensatory mitigation report; a description of the proposal; summary of the direct and indirect impacts and proposed mitigation concept; identification of all the local, state, and federal wetland/stream-related permit required for the project; and, a vicinity map for the project. (2) A description of the existing wetland, watercourse and buffer areas that will be impacted including area based on professional surveys; dominant vegetation; and functional assessments and wetland ratings for the entire wetland and the portions proposed to be impacted. (3) An assessment of the potential changes in wetland hydroperiod for the proposed project and how the design has been modified to avoid, minimize or reduce impacts to the wetland hydroperiod. (4) A description of the proposed conceptual mitigation actions for wetland, watercourse and buffer areas. Provide specifications (including buffers) for all proposed mitigation for wetland/watercourse/buffer impacts. Include a map with all proposed mitigation areas and their required buffers. (5) An assessment of existing conditions in the zone of the proposed mitigation including vegetation community structure and composition, existing hydroperiod, existing soil conditions, and existing wetland functions. (6) Field data that was collected to document the existing conditions of the proposed mitigation sites and on which the future hydrologic and soil conditions of the mitigation wetlands are based (e.g., hydrologic conditions: piezometer data, staff/crest gage data, hydrologic modeling, visual observations; soil conditions: data from hand-dug or mechanical soil pits or boring results). The applicant may not rely on soil survey data for establishing existing conditions. (7) A planting schedule by proposed community type and hydrologic regime, size and type of plant material to be installed, spacing of plants, "typical" clustering patterns, total number of each species by community type, timing of installation, nutrient requirements, watering schedule, weed control, and where appropriate measures to protect plants from destruction. Native species must comprise 80 percent of the plants installed or seeded within the mitigation site. (8) The mitigation monitoring plan must include a period of not less than three years, and establish the responsibility for long- term removal of invasive vegetation. (9) Wetland mitigation performance criteria (measurable standards reflective of expected development goals established for each year after the mitigation site is established, i.e., "At the end of three years there will be an 80 percent survival of the planted Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ______________________________________________________________________________________ 3 shrubs and trees.") for mitigation wetlands and buffers, a monitoring schedule, reporting requirements to the city, and maintenance schedule and actions for each year of monitoring. (10) Contingency plans which clearly define course of action or corrective measures needed if performance criteria are not met. b. The scaled plan sheets for the compensatory mitigation must contain, at a minimum: (1) Existing wetland and buffer surveyed edges; proposed areas of wetland and buffer impacts; and, location of proposed wetland and buffer compensation action. (2) Surveyed topography at one- to two-foot contour intervals in the zone of the proposed compensation actions if any grading activity is proposed in the compensation area. Provide existing and proposed mitigation design cross section for the wetland and/or buffer compensation areas. (3) Required wetland buffers for existing wetlands and proposed mitigation areas; c. A discussion of ongoing management practices that will protect and maintain the nonimpacted and mitigation wetland, watercourse and buffer areas in perpetuity. Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 Bozeman, Montana, Code of Ordinances Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 1 of 7 DIVISION 38.610. WETLAND REGULATIONS Sec. 38.610.010. Title and applicability. These regulations are known as the city wetland regulations and may be cited as the wetlands regulations. These wetland regulations govern areas in compliance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual of the U.S. (1987 Corps Manual), or the most current wetland delineation manual sanctioned by the Army Corps of Engineers (ACOE)-Omaha District. This manual provides specific guidelines and methods to identify whether an area is a wetland and to determine the boundary between wetlands and uplands. The city's wetland regulations will pertain to wetlands with a direct hydrologic connection to "waters of the U.S." (those wetlands that connect to a federally-regulated stream or river directly or via a series or watercourse, wetlands or ditches), and also to isolated wetlands with no direct connection to a water of the U.S. and exhibit positive wetland indicators for all three wetland parameters. The provisions contained in these regulations do not apply to wetlands created by a wholly manmade water source used for irrigation purposes or stormwater control. Sec. 38.610.020. Intent and purpose. A. Wetlands perform many important ecological functions. It is the intent and purpose of this division 38.610 to protect, preserve and enhance wetlands to provide: 1. Aquifer recharge; 2. Water storage; 3. Regional stream hydrology (discharge and recharge); 4. Flood control and storage; 5. Sediment control (filter for waste); 6. Nutrient removal from urban runoff; and 7. Erosion control. B. Wetlands provide important values that enhance the quality of life of community residents. It is the intent of this division 38.610 to protect, preserve and enhance wetlands to provide: 1. Habitat for fish, wildlife and plants (including endangered and threatened); 2. Recreation; 3. Open space; 4. Visual and aesthetic; 5. Education and research; and 6. Historical, cultural and archaeological resources. C. Wetlands can present significant constraints to development. Wetlands typically form in areas characterized by poor drainage conditions which are ill-suited for most types of development. Development in these areas often involves extra expense resulting from considerations for site drainage, flood protection and facility maintenance. In addition, wetlands are characterized by hydric soils that are unstable for most types of development. Hydric soils tend to compress under the weight of structures and decompose when drained. Therefore, costs of development may be greater due to complex engineering design requirements, or the need to excavate and replace the soils. It is the intent of these regulations to protect public and private facilities and structures from damage, and to minimize public and private development and maintenance costs. D. It is not the intent of this division 38.610 to prohibit all activities within regulated areas and associated buffers, but rather to encourage the avoidance of regulated activities within the regulated areas and to require best management practices in regulated areas. E. Nothing in this division 38.610 will be construed to prevent irrigation companies from diverting and carrying water under historic water rights or owners of such rights from exercising those historic rights. F. Nothing in this division 38.610 will be construed to prevent compliance with applicable state or federal statutes and regulations. Sec. 38.610.030. Application of wetland regulations. A. These regulations apply to any regulated activity which may impact wetlands as defined in section 38.700 known prior to or discovered through the development review process and verified through a site-specific wetlands boundary determination. When any regulated activity is proposed a wetlands boundary determination must be conducted. If the determination finds that there are no wetlands present on the subject tract, these regulations do not apply. If, however, wetlands are found on the subject tract the proposal is subject to these regulations. The provisions of this division 38.610 will be applied in addition to any other applicable regulations of this chapter. Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 2 of 7 1. The wetlands boundary determination must be prepared in accordance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual of the U.S. (1987 Corps Manual), or the most current wetland delineation manual sanctioned by the Army Corps of Engineers (ACOE)-Omaha District by a qualified wetland professional. Completed and enclosed. 2. A qualified wetland professional is an individual with a minimum of a bachelor's degree in a water resource related field, five years' experience, and/or a professional wetland scientist certification. Lynn Bacon, TerraQuatic, LLC is a Professional Wetland Scientist and Principal of TerraQuatic. B. Isolated wetlands with a size of less than 400 square feet, regardless of property boundaries, are exempt from this division 38.610 unless the wetland provides habitat for the following species: There are no isolated wetlands within the subject property. 1. Plant, animal or other wildlife species listed as threatened or endangered by the United States Fish and Wildlife Service; and/or 2. Plant, animal or other wildlife species listed as a species of concern, species of potential concern, or species on review by the state department of fish, wildlife and parks and the state natural heritage program. C. Any development for which the watercourse setback requirements of section 38.410.100 are provided is considered to have addressed the concerns of this division 38.610 and is exempt from this article. See Exhibit C. D. This division 38.610 is not intended to repeal, abrogate, supersede or impair any existing federal, state, or local law, easement, covenant or deed restriction. However, if this division imposes greater or more stringent restrictions, the provisions of this division must prevail. Specifically, if a regulated activity pursuant to this division also requires authorization under section 404 of the Clean Water Act from the U.S. Army Corps of Engineers, the applicant must meet any greater or more stringent restrictions set forth in this division in addition to and independent of the restrictions of such permit. DNA Sec. 38.610.040. Wetlands review board powers and duties. A. If established, the WRB has the powers and duties established in 2.05.2900. Sec. 38.610.050. Wetlands determinations. A. Wetland boundary determinations must be performed in accordance with the procedures specified in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (January 1987). Completed. B. An electronic and printed document containing the wetland boundary determination and raw survey data (if applicable) must be provided per part 1 of division 38.220. The data must be reported in UTM Zone 12 coordinates and NAD83 datum. Completed. Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 3 of 7 Sec. 38.610.060. Regulated activities. A. No person may conduct any of the following regulated activities within a wetland, as described in section 38.610.030, without first having the proposed activity approved by the review authority. Any activity which reduces the size of a wetland or reduces the degree to which a wetland performs any function is subject to the requirements of this division 38.610. Such activities include but are not limited to: 1. Placement of any material, including without limitation any soil, sand, gravel, mineral, aggregate, organic material or water; Four open-bottomed culverted are proposed for four streets crossing the Maynard-Border Ditch. The supports will be placed outside of the channelbed area where possible, however given the culverts are “straight” structures being installed in a slightly sinuous aquatic feature, very small areas of channel bed and wetland fringe would be impacted. Four span bridge pedestrian crossings will be constructed beyond the wetland fringe and channel bed areas (See Exhibits B and C). 2. Construction, installation or placement of any obstruction or the erection of a building, trail, boardwalk or other structure; See above. 3. Removal, excavation or dredging of solid material of any kind, including without limitation any soil, sand, gravel, mineral, aggregate or organic material; DNA 4. Removal of any existing vegetation or any activity which will cause any loss of vegetation in a wetland; Only in proposed wetland impact areas; See Exhibit B. 5. Alteration of the water level or water table by any means, including without limitation draining, ditching, trenching, impounding or pumping; and DNA 6. Disturbance of existing surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics by any means, including without limitation grading and alteration of existing topography. Flow patterns within the open-bottomed culverts will be altered where the straight line of the culvert slightly straightens the channel. B. The following activities are permissible in a wetland, without prior approval by the review authority, if such activity does not reduce the size of a wetland or significantly reduce the degree to which a wetland performs any function. Such activity must be in compliance with any other applicable state or federal law. Activities permissible without prior approval include: 1. Maintenance of an existing and lawful public or private road, structure or facility, including but not limited to drainage facilities, water conveyance structures, dams, fences or trails, or any facility used to provide transportation, electric, gas, water, telephone, telecommunications or other services provided that these activities do not materially change or enlarge any road, structure or facility; Infrastructure will be included at some of the same open-bottomed culvert locations; these inclusions are included in the MT310, Section 404 and MTDEQ 401 applications. 2. Maintenance of an existing farm or stock pond, water conveyance structure, agricultural fence or drainage system; DNA Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 4 of 7 3. Weed control consistent with a Noxious Weed Management and Revegetation Plan approved by the county weed control district; An official weed control plan has not been designed to date. To date the site has been mowed. 4. Continuation of existing agricultural practices such as the cultivation and harvesting of hay or pasturing of livestock, or change of agricultural practices which has no greater impact on wetland function; No change. 5. Conservation or preservation of soil, water, vegetation, fish and other wildlife; Open-bottomed culverts have been proposed to minimize impact to aquatic resources. 6. Outdoor recreational activities, such as fishing, bird watching, hiking, rafting and swimming which do not harm or disturb the wetland; Trails are proposed within Zone 2 of the watercourse/wetland setback. 7. The harvesting of wild crops; DNA 8. Education and scientific research; DNA 9. Minor improvements and landscape maintenance outside a wetland but within a previously established wetland buffer, including but not limited to the pruning of trees, mowing of grass, and removal of dead vegetation and debris; and Cottonwoods and other shrubs will be pruned to eliminate safety hazards. 10. Activities in a wetland previously approved pursuant a wetland permit, including but not limited to removal of debris and maintenance of vegetation and wildlife habitat. Debris will be removed from the Maynard-Border Ditch; proposed activity is included in MT310 Application. Sec. 38.610.070. Application requirements and procedures for activities in wetland areas. A. Review. All proposals for regulated activities in wetlands areas must be reviewed by the review authority. The applicant must prepare a functional assessment for all wetlands. Based on the functional assessment and other submittal materials, the review authority may request the WRB, if established, forward a recommendation of approval, conditional approval or denial to the review authority. Completed, see delineation report (feature classifies as Class III). B. Decision. All proposals for regulated activities in regulated wetland areas must be reviewed and approved, conditionally approved, or denied by the review authority in accordance with articles 240, 230 and 430 of this chapter prior to commencement of the regulated activity. 1. If a regulated activity is proposed for a regulated wetland area, but the regulated activity is not proposed in conjunction with a land development proposal, the applicant must submit a sketch plan application for decision by the review authority. Completed, see Exhibit C. C. Submittal materials. The information required in section 38.220.130 must be submitted for all regulated activities proposed for regulated wetland areas. Completed. Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 5 of 7 D. Noticing. The review of regulated activities proposed for regulated wetland areas must comply with the noticing requirements of division 38.220 of this chapter. Submitted. Sec. 38.610.080. Review standards. A. The review authority may approve, conditionally approve or deny a regulated activity in a regulated wetland if: 1. The applicant has demonstrated that all adverse impacts on a wetland have been avoided; or See below. 2. The applicant has demonstrated that any adverse impact on a wetland has been minimized; the activity will result in minimal impact or impairment to any wetland function and the activity will not result in an adverse modification of habitats for, or jeopardize the continued existence of, the following: Proposed impacts to the Maynard-Border Ditch channel and wetland has been minimized by proposing open-bottomed culverts and span pedestrian crossings. a. Plant, animal or other wildlife species listed as threatened or endangered by the United States Fish and Wildlife Service; and/or DNA b. Plant, animal or other wildlife species listed as a species of concern, species of potential concern, or species on review by the state department of fish, wildlife and parks and the state natural heritage program; or DNA 3. The applicant has demonstrated that the project is in the public interest, having considered and documented: a. The extent of the public need for the proposed regulated activity; Street crossings are necessary to provide transportation routes for the public. Separate pedestrian spans are proposed to convey foot traffic across the channel away from street crossings. b. The functions and values as determined by a state accepted method of functional assessment of the wetland that may be affected by the proposed regulated activity; Function of the system will not decrease below a Class III resource. c. The extent and permanence of the adverse effects of the regulated activity on the wetland and any associated watercourse; d. The cumulative adverse effects of past activities on the wetland; and The Maynard-Border Ditch has had a series of impacts because of concentrated growth in west Bozeman. e. The uniqueness or scarcity of the wetland that may be affected. Irrigation-supplemented stream channels are very common within the Gallatin Valley and City of Bozeman. Sec. 38.610.090. Wetland permit conditions. A. The review authority may recommend conditions of approval for proposed regulated activities, and the city may conditionally approve proposed regulated activities, subject to the following conditions: Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 6 of 7 1. Requiring the provision of a wetland buffer of a size appropriate for the particular proposed activity and the particular regulated wetland area; A 50-foot setback will be placed along the Maynard-Border Ditch wetland areas. 2. Requiring that structures be appropriately supported and elevated and otherwise protected against natural hazards; Applications for the proposed activities (crossings) have been submitted to the MT310, USACE (Section 404) and MTDEQ (401). A handicap-accessible concrete pathway will be installed within Zone 2 (30-50 feet from wetland edge) on both sides of the Maynard-Border Ditch. On the east side of Zone 2, the owners are proposing a “sky bridge” approximately 1700 feet long and 10 feet wide. See Exhibit C. 3. Modifying waste disposal and water supply facilities; All sewer and water mains meet DEQ requirements and will be pressure tested to ensure no leakage before operation. 4. Requiring deed restrictions or covenants regarding the future use and subdivision of lands, including but not limited to the preservation of undeveloped areas as open space and restrictions on vegetation removal; DNA 5. Restricting the use of an area, which may be greater than the regulated wetland area; DNA 6. Requiring erosion control and stormwater management measures; Rip-rap placed at the inlet and outlet of the arch culvert under Alley 1 provides the necessary erosion control. The three open channel box culverts are designed to minimize or eliminate disturbance to the existing watercourse. All 4 road crossings will be high points in the road therefore, stormwater will be transported away from the watercourse to a retention facility. 7. Clustering structures or development; Buildings are placed in a linear fashion, fronting the Maynard-Border Ditch. 8. Restricting fill, deposit of soil and other activities which may be detrimental to a wetland; No other impacts would occur within the aquatic resource except for areas included in the MT310, 404 and 401 applications. 9. Modifying the project design to ensure continued water supply to the regulated wetland; DNA 10. Requiring or restricting maintenance of a regulated wetland area for the purpose of maintaining wetland functions; Not necessary. 11. Requiring a yearly mitigation monitoring report to be submitted to the review authority on a yearly basis, with the due date to be determined on a case-by-case basis; DNA 12. Requiring a deed restriction to be filed with the county clerk stating the measures that will be taken to protect all water resources, mitigation, and buffer areas in perpetuity; Created: 2022-08-19 11:30:20 [EST] (Supp. No. 11, Update 6) Page 7 of 7 DNA 13. Requiring that all reasonable effort has been made to limit indirect impacts to vegetation, faunal interspersion and connectivity, and hydrological connectivity in the site design (e.g., any structures, boardwalks, viewing platforms, or bridges, which are constructed within wetlands will have at least a two-foot space between the bottom chord of the structure and the wetland surface elevation to limit shading impacts and allow wetland vegetation to persist); and Each pedestrian bridge will have a minimum separation of 2-ft between the bottom of the bridge and the top of the wetland vegetation. 14. Requiring conditions that mitigate locally-regulated (wetlands not connected to a water of the U.S.) infringement upon watercourses, buffers, or negative indirect or direct effects on the functionality of wetlands, watercourses or buffers. DNA Sec. 38.610.100. Appeals. Depending upon the application procedure involved, decisions related to the approval or denial of regulated activities proposed for regulated wetland areas may be appealed in accordance with the provisions of division 38.250 of this chapter. --- Sec. 38.610.110. Enforcement. This division 38.610 will be enforced in accordance with the provisions contained in division 38.200 of this chapter. --- Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 1 Sec. 38.410.100. - Watercourse setback. (38.23.100) A. Where a development is crossed by or is adjacent to a watercourse, the developer must mitigate the impacts of the development on the watercourse. This mitigation may not be less restrictive than the requirements of the city floodplain regulations or any other applicable regulation of this chapter. The purpose of this mitigation is bank stabilization; sediment, nutrient and pollution removal; and flood control. 1. Setback for developments granted preliminary plan or plat approval prior to July 10, 2002. These provisions apply to all developments granted preliminary plan or plat approval prior to July 10, 2002, including applicable subdivision exemptions: Does not apply (DNA) a. Setbacks. A minimum 100-foot setback must be provided along both sides of the East Gallatin River. A minimum 35-foot setback must be provided along both sides of all other watercourses. (1) A portion of the required setback, immediately adjacent to the ordinary high water mark, must be left in a natural vegetative state as follows: (a) East Gallatin River — 50 feet. (b) Other watercourses — five feet. (2) No fence, residential or commercial structure, fill material, parking or other similar improvements shall be located within required watercourse setbacks. (3) All watercourse setbacks must be measured from the ordinary high water mark as defined in section 38.700.090. When no ordinary high water mark is discernible, setbacks must be measured from the top of the stream bank. APPLIES: 2. Setbacks for developments granted preliminary plan or plat approval on or after July 10, 2002. These provisions apply to all developments granted preliminary plat or plan approval on or after July 10, 2002: a. In the event a site with an existing development, that is subject to subsection 1 of this section, is submitted to the city for a review subject to divisions 38.230, 430 and 270 of this chapter after July 10, 2002, the proposed development must comply with this subsection 2 to the extent reasonably feasible given the existing site conditions. The final approval body for the proposed development must determine the extent that is reasonably feasible, subject to any appeal provisions that may apply. Such administrative relief must not reduce setbacks below those provided for in subsection 1 of this section. b. In addition to any relaxation of watercourse setbacks provided by subsection 2.a of this section, nothing in this section prohibits an owner of affected property from: (1) Applying for a variance to dimensional standards of the watercourse setbacks as allowed by and subject to the requirements of division 38.250 of this chapter; DNA Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 2 (2) When applicable, seeking a deviation to dimensional standards of the watercourse setback as allowed by and subject to the requirements of divisions 38.340 or 430 of this chapter; DNA (3) Combining two or more lots to assemble a larger and more usable parcel; DNA BOZEMAN UDC RE-ORGANIZATION - FINAL 284 March 9, 2018 UDC update 3-31-2018 (4) Petitioning the state department of fish, wildlife and parks and the county water conservation district to seek the reclassification of the relevant watercourse as an irrigation facility not subject to the requirements of this section; DNA, will permit as 310 and 404 JD feature. (5) After receipt of required permits, relocating the watercourse; or DNA (6) Pursuing any other lawful means of relief from the effects of this section. DNA c. Setbacks. Unless otherwise specified in subsection 2.e of this section, the following setback requirements must be met: (1) East Gallatin River. A minimum 100-foot setback must be provided along both sides of the East Gallatin River. (2) Sourdough/Bozeman Creek and Bridger Creek. A minimum 75-foot setback must be provided along both sides of Sourdough/Bozeman and Bridger Creeks. (3) Other watercourses. A minimum 50-foot setback must be provided along both sides of all other watercourses. The developer has placed a 50-foot setback along Maynard-Border Ditch. (4) All required watercourse setbacks must be extended as necessary to address these additional requirements. (a) The setback must extend to the edge of any delineated 100-year floodplain if the floodplain is larger than the setbacks established in this subsection 2.c; DNA (b) The setback must include immediately adjacent wetlands (i.e., fringe). The buffer width must be extended by the width of the wetland; The setback has been extended by the width of the wetland. Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 3 (c) Areas with a slope greater than 33 percent do not count towards the width of the setback; and DNA (d) The setback must include connected wetlands. The buffer width must be extended by a minimum of 50 feet beyond the perimeter of the connected wetlands. There are no other wetlands within the proposed project boundary besides the wetland fringe along the edge of Maynard-Border Ditch channel. (5) All watercourse setbacks must be measured from the ordinary high water mark as defined in section 38.700.090. When no ordinary high water mark is discernible, setbacks must be measured from the top of the stream bank. Where there is no wetland fringe along the channel, the 50-foot setback was measured from the ordinary high water mark. d. No newly constructed residential or commercial structure, addition to an existing structure, fence, deck, fill material (other than that required for exempt uses), parking lot or other impervious surfaces, or other similar improvements may be located within required watercourse setbacks, unless approved through, and in conformance with, a variance or deviation process as authorized in this chapter. DNA e. Exceptions. The watercourse setback is divided into two zones. Zone 1 consists of the 60 percent of the setback closest to the watercourse, and Zone 2 consists of the 40 percent of the setback furthest from the watercourse. (1) On-site stormwater treatment facilities may be located in Zone 2. No stormwater retention ponds are within the wetland’s setback, see Exhibit C. (2) Trails and trail-related improvements may be placed within the required watercourse setback subject to the following provisions: A concrete trail will be constructed within Zone 2. (a) Trails, and trail-related improvements such as benches and trail signage, may be placed in Zone 2; BOZEMAN UDC RE-ORGANIZATION - FINAL 285 March 9, 2018 UDC update 3-31-2018 (b) Limited, non-looping developed spur trails to the water's edge may cross all zones. Benches and limited informational/interpretive signage may be placed in Zone 1 at the terminus of spur trails; Benches will be installed within Zone 1. (c) Due to topography, avoidance of wetlands, or other geographical constraints, portions of non-spur trails may need to be placed within Zone 1. Trail construction within Zone 1, inclusive of watercourse crossings and spur trails, per each side of the watercourse, may not exceed the length of 300 percent of the width of the applicable watercourse setback per 500 lineal feet of watercourse; DNA Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 4 (d) All trails must be constructed to minimize bank instability, sedimentation, nutrient and pollution runoff. Trails must be aligned to minimize damage to plant and wildlife habitat; and Constructed as such. (e) Trails crossing the watercourse and trail-related bridge structures may be located within all zones provided that the appropriate local, state and federal permits are obtained. See 310/404 Application. (3) Streets, sidewalks, utility lines or similar public construction may be permitted within all zones for the purpose of crossing a watercourse or protecting public health and safety. DNA The following practices must be observed: (a) Crossings must be minimized to the greatest extent feasible; Four pedestrian crossings are proposed to remove pedestrians from traffic crossings. (b) Crossings with direct angles (90 degrees) must be used to the greatest extent feasible instead of oblique crossing angles; Crossings will be constructed perpendicular to the channel and wetland fringe. (c) Construction must be capable of withstanding 100-year flood events; All crossings have been included in the MT310/Section 404/DEQ 410 application. (d) The subdivision grading and drainage plan must be designed to prevent the discharge of untreated stormwater into a watercourse; and All stormwater is designed to drain to valley gutters and/or curb which will transport stormwater to on-site retention facilities. (e) A bank stabilization plan for all public construction watercourse crossings must be prepared and approved by the city prior to site preparation and installation of the improvement. Noted. (4) Outlets from stormwater treatment facilities may pass through all zones in order to discharge to the receiving watercourse, provided that all required permits are obtained. All stormwater will be retained in retention facilities. (5) Control of noxious weeds is required and activities required within limits outlined in any approved noxious weed control plan may occur in all zones. Weed control is ongoing and mowing of fields has occurred every year to date. f. Setback planting. A setback planting plan must be prepared by a qualified landscape professional and must be reviewed and approved by the community development department prior to the commencement of development or site preparation. The plan must include a schedule, and plantings must be depicted on the plan as follows: Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 5 (1) Zone 1: Zone 1 must be planted with new or existing native materials suited for a riparian area based on the following calculations. One hundred percent of the disturbed areas of Zone 1 must be planted with a ground cover of native riparian sedges, forbs and grasses suited for the area. In addition, a minimum of one shrub for every ten linear feet and one tree for every 30 linear feet of the watercourse is required along each side of the watercourse. Grouping or clumping of trees and shrubs as appropriate in a riparian area is encouraged. Species that are appropriate to the soil hydrologic conditions (wetness of soil and depth to the water table) must be used. Tree and shrub species selected must be suitable for the climate and for planting in a riparian area with an emphasis on native species. The Natural Resources Conservation Service (NRCS), the state native plant society and the county local water quality district (LWQD) are good sources of landscaping materials and/or landscaping information. The channel corridor is lined with a mature cottonwood community and includes shrubs throughout. BOZEMAN UDC RE-ORGANIZATION - FINAL 286 March 9, 2018 UDC update 3-31-2018 (2) Zone 2: Disturbed areas of Zone 2 must be planted with new or existing native grasses suited for the area. The parkland will be planted with grass species naturalized to the Gallatin Valley. (3) Maintenance of the watercourse setback landscaping is required. If it can be demonstrated that irrigation is present for the trees and shrubs, and fencing is provided for the trees and shrubs, the number of required trees may be reduced to one tree for every 60 linear feet and one shrub for every 20 linear feet of the watercourse along each side of the watercourse. The setback will be maintained and irrigated and weed control. (4) Planting materials are exempt from the size requirements of section 38.550.050.G.3. DNA (5) To prevent soil erosion and the invasion of noxious weeds, the watercourse setbacks on all land proposed for development must be covered with existing vegetation or must be seeded with native grasses as soon as seasonally feasible or prior to commencement of any site development or site preparation work. Professional landscapers will revegetate disturbed areas as soon as is feasible after disturbance. (6) Native must mean those plants which are native to the Gallatin Valley. Cashman & Associates will conduct landscaping activities. (7) Use native grasses, forbs, sedges and other herbaceous plants in areas of disturbance (e.g., bridges, culverts, utilities installation, trails) within the watercourse setback. Native woody plantings are required in all zones in both disturbed and undisturbed areas. Cashman & Associates will conduct landscaping activities. g. Except as otherwise allowed in subsections 2.e and f of this section, no disturbance of soils and existing vegetation shall occur in any zones. Done, except in areas of approved environmental permits. 3. Other provisions. Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 ___________________________________________________________________ 6 a. The watercourse setback must be depicted on all preliminary and final plats and plans. Done. b. These provisions do not apply to agricultural uses, including lands controlled in the conservation reserve program (CRP), and activities and structures that existed prior to the effective date of the ordinance from which this section is derived. Any agricultural uses, activities or structures established after the effective date of the ordinance from which this section is derived must comply with these regulations. An agricultural use, activity or structure is considered abandoned if not used for agricultural purposes for more than 180 consecutive days. Figure 38.410.100-1 100 year floodplain. BOZEMAN UDC RE-ORGANIZATION - FINAL 287 March 9, 2018 UDC update 3-31-2018 Figure 38.410.100-2 Watercourse setback on a slope. Figure 38.410.100-3 Watercourse Setback. BOZEMAN UDC RE-ORGANIZATION - FINAL 288 March 9, 2018 UDC update 3-31-2018 Figure 38.410.100-4 Wetlands Ferguson Farm: City of Bozeman Aquatic Resource Submittal: Prepared BY TerraQuatic, LLC September 5, 2023 _____________________________________________________________________________________ 1 Aquatic Resource-related information: 4. Four street crossings (3 open-bottomed and 1 arch culvert) 5. The developer has redesigned their proposed project design to avoid moving the Maynard-Border Ditch. The owner considers this feature a true irrigation ditch (carries no ground water), however the USACE and MT310 Conservation Board considers this feature to convey both irrigation and groundwater. Moving the ditch to accommodate development design would not qualify as the U.S. Army Corps of Engineers regulations to first “avoid”, then “minimize” impacts to aquatic resources. The developer has also proposed open-bottomed street culverts and span pedestrian bridges to further minimize aquatic resource impacts. 6. A wetland delineation report was completed by TerraQuatic, LLC. 7. See Exhibits B and C included in the development submittal. 8. The delineation boundary is illustrated within the delineation report, see Exhibit A. 9. See Exhibit B, includes COB aquatic resource setback, proposed impact locations and quantities. 10. All fill material will be sourced from a non-polluted gravel pit near the site and certified such that state and federal statutes and regulations are not violated. 11. Copies of MT310, Section 404 and DEQ 401 application is enclosed (the one application was submitted to all agencies). 12. None known. Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 1 JOINT APPLICATION FOR PROPOSED WORK IN MONTANA’S STREAMS, WETLANDS, FLOODPLAINS & OTHER WATER BODIES This is a standardized application to apply for one or all local, state, or federal permits listed below. • Refer to instructions to determine which permits apply and submit a signed application to each applicable agency. • Incomplete applications will result in the delay of the application process. • The applicant is responsible for obtaining all necessary permits and landowner permission before beginning work. • Other laws may apply. PERMIT AGENCY FILL OUT SECTIONS FEE X 310 Permit Local Conservation District A - E and G Inquire locally SPA 124 Permit Department of Fish, Wildlife and Parks A - E and G No fee X 318 Authorization 401 Certification Department of Environmental Quality A - E and G $250 (318); $400 - $20,000 (401) Navigable Rivers Land Use License, Lease, or Easement Department of Natural Resources and Conservation, Trust Lands Management Division A - E and G $50, plus additional fee X Section 404 Permit, Section 10 Permit U. S. Army Corps of Engineers (USACE) A - G F1-8 Varies ($0 - $100) Floodplain Permit Local Floodplain Administrator A - G Varies by city/county ($25 - $500+) A. APPLICANT INFORMATION APPLICANT NAME (person responsible for project): Boardwalk Properties, Inc., Michael Delaney, President Has the landowner consented to this project? ☒ Yes ☐ No Mailing Address: 101 East Main St., Ste. D, Bozeman, MT 59715 Physical Address: same Cellphone: 406-539-7798 Home Phone: Click here to enter or N/A. E-Mail:delaney@delaneynco.com LANDOWNER NAME (if different from applicant): same Mailing Address: Click here to enter mailing address or N/A. Physical Address: Click here to enter physical address or N/A. Cellphone: Click here to enter or N/A. Home Phone:Click here to enter or N/A. E-Mail:Click here to enter or N/A. CONTRACTOR/COMPANY NAME (if applicable): Caddis Engineering & Land Surveying PRIMARY CONTACT NAME: Matt Cotterman, PEClick here to enter name Mailing Address: PO Box 11805, Bozeman, MT 59719 Physical Address: Click here to enter name or N/A. Cellphone: 406-581-4097 Home Phone:Click here to enter or N/A. E-Mail: cottermatt@hotmail.com Revised: 5/12/2021 310 Form 270 and Instructions may be downloaded from: http://dnrc.mt.gov/licenses-and- permits/stream-permitting CD/AGENCY USE ONLY Application # Click to enter text. Date Received Date Date Accepted Date Initials Initials Date FW: to FWP Date This space is for all Department of Transportation and SPA 124 permits (government projects). Project Name Click to enter text. Control Number Click to enter text. Contract Letting Date Date MEPA/NEPA Compliance ☐Yes ☐No If yes, #C5 of this application does not apply. Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 2 B. PROJECT SITE INFORMATION 1. NAME OF STREAM or WATER BODY at project location Maynard-Border Ditch Project Address/Location: Huffine Lane-Fallon Street Nearest Town Bozeman County Gallatin Geocode: 06-0798-10-3-01-20-0000 Choose.1/4 of the Choose. 1/4 of, Section 10 Township 2S, Range R5E Latitude 45°40'26.03"N Longitude 111° 5'56.03"W Refer to section B1 in the instructions. 2. Is the proposed activity within SAGE GROUSE areas designated as general, connected, or core habitat? Yes ☐ No ☒ Attach consultation letter if required. Refer to section B2 in the instructions. 3. Is this a STATE NAVIGABLE WATERWAY? The state owns beds of certain navigable waterways. Yes ☐ No☒ If yes, send a copy of this application to the appropriate DNRC land office. Refer to section B3 in the instructions. 4. WHAT IS THE CURRENT CONDITION of the proposed project site? Describe the existing bank condition, bank slope, height, nearby structures, and wetlands. What vegetation is present? Refer to section B4 in the instructions. The current site includes one culvert approximately 40 feet north of Huffine Lane, a culvert under Huffine Lane, another under Fallon Street. Banks are stable and 100% vegetated. There is debris in the stream, including downed limbs, plastic barrel and other garbage, that we would like to remove. C. PROPOSED PROJECT OR ACTIVITY INFORMATION 1. TYPE OF PROJECT (check all that apply) Refer to section C1 in the instructions. ☐ Agricultural and Irrigation Projects: Diversions, Headgates, Flumes, Riparian fencing, Ditches, etc. ☐ Buildings/Structures: Accessory Structures, Manufactured Homes, Residential or Commercial Buildings, etc. ☐ Channel/Bank Projects: Stabilization, Restoration, Alteration, Dredging, Fish Habitat, Vegetation or Tree Removal, or any other work that modifies existing channels or banks. ☒ Crossings/Roads: Bridge, Culvert, Fords, Road Work, Temporary Access, or any project that crosses over or under a stream or channel. ☐ Mining Projects: All mining related activity, including; Placer Mining, Aggregate Mining, etc. ☐ Recreation related Projects: Boat Ramps, Docks, Marinas, etc. ☒ Other Projects: Cistern, Debris Removal, Excavation/Pit/Pond, Placement of Fill, drilling or directional boring, Utilities, Wetland Alteration. Other project type not listed here ____garbage and downed trees and flotsam brush needs to be removed_______________________________________________________________ 2. IS THIS APPLICATION FOR an annual maintenance permit? ☐ Yes ☒ No (If yes attach annual plan of operation to this application) – Refer to section C2 in the instructions. 3. WHY IS THIS PROJECT NECESSARY? STATE THE PURPOSE OR GOAL of the proposed project. Refer to section C3 in the instructions. To create crossings for City streets and underground utilities. Street Crossings 1. Alley 1: Roadway crossing 2. Field Street: Roadway crossing & 8-in water main crossing 3. Valley Commons Drive: Roadway crossing & 8-in water main crossing 4. Alley 2: Roadway crossing & 8-in water main crossing Pedestrian Crossings 5. North Pedestrian Crossing 6. North Central Pedestrian Crossing Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 3 7. South Central Pedestrian Crossing 8. South Pedestrian Crossing 4. PROVIDE A BRIEF DESCRIPTION of the proposed project plan and how it will be accomplished. Refer to section C4 in the instructions. The Maynard Border Ditch will be crossed by 4 roadways and 4 pedestrian bridges. The Alley 1 crossing will utilize 47.5 linear feet of 36”x58-1/2” RCP arch culvert at 2.90% slope which will permanently alter the watercourse. Open bottom box culverts will be utilized at every other road crossing to minimize or eliminate the impact to the watercourse. These crossings are as follows: - 62 linear feet of 10’x3’ open bottom box culvert at the Field Street crossing - 52 linear feet of 18’x3’ open bottom box culvert at the Valley Commons Drive crossing - 52 linear feet of 15’x3’ open bottom box culvert at the Alley 2 crossing The North, North Central, South Central, and South pedestrian bridges will have footings constructed outside the wetlands area boundary and span over the watercourse such that there is a minimum of 2 feet of separation between the bottom of the bridge and the top of any wetland vegetation. 5. WHAT OTHER ALTERNATIVES were considered to accomplish the stated purpose of the project? Why was the proposed alternative selected? Refer to section C5 in the instructions. Moving the entire channel to the west was initially designed until application activities began. To decrease impact to the resource, even though its major water source is irrigation water, the entire project was redesigned. In addition, three of the street culverts have been replaced by open-bottomed box culverts to further decrease impacts to the channel. 6. NATURAL RESOURCE BENEFITS OR POTENTIAL IMPACTS. Please complete the information below to the best of your ability. * Explain any temporary or permanent changes in erosion, sedimentation, turbidity, or increases of potential contaminants. What will be done to minimize those impacts? The initial development plans included moving the channel to the west. The site was purposefully redesigned to AVOID and MINIMIZE impacts to aquatic resources. By leaving in place, installing 3 box culverts and 1 RCP arch, and using spans to create pedestrian bridges that will completely avoid channel and wetland impacts, total impacts have been minimized to the maximum extent. • Will the project cause temporary or permanent impacts to fish and/or aquatic habitat? What will be done to protect the fisheries? Construction of culverts and crossings will be coordinated with the Maynard Border Ditch Company so that it occurs outside of the irrigation season while the watercourse is dry (generally after Oct. 15 and prior to April 15). Open bottom box culverts and elevated pedestrian bridges will be installed on 7 of the 8 crossings, minimizing potential impacts to the water flow or to the bed and banks of the watercourse. Best management practices (straw wattles, silt fence, rip rap and erosion control blankets) will be utilized during construction to minimize impacts to the waterway and aquatic habitat. • What will be done to minimize temporary or permanent impacts to the floodplain, wetlands, or riparian habitat? Trees and shrubs will be trimmed and removed where necessary. All trees and shrubs containing bird nests will be removed after nesting season, late August through March. • What efforts will be made to decrease flooding potential upstream and downstream of project? The Maynard Border Ditch is an irrigation ditch controlled by a headgate, therefore there is minimal potential for flooding. The existing culvert crossing Huffine Lane to the south of the project also creates a restriction in flow. All culvert crossings are sized to handle flows greater than or equal to the carrying capacity of the upstream culvert under Huffine Lane. • Explain potential temporary or permanent changes to the water flow or to the bed and banks of the waterbody. What will be done to minimize those changes? Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 4 Open bottom box culverts and elevated pedestrian bridges will be installed eliminating any potential change to the water flow or to the bed and banks of the watercourse. The one exception is the arch culvert to be installed under Alley 1. This arch culvert will permanently change both the water flow, bed, and banks of the watercourse. The arch culvert will be set roughly 1’ below the existing channel bed which will allow for a natural bed to re-establish within the culvert. Rip-rap will be placed at both ends of the culvert to minimize erosive impacts. • How will existing vegetation be protected and its removal minimized? Explain how the site will be revegetated. Include weed control plans. Trees that pose a threat to future buildings will be trimmed and removed where necessary. Wetland vegetation will be preserved outside of the areas directly impacted by roadway and alley crossings. The 4 pedestrian crossings will span wetland and channel areas minimizing impacts. A 50-foot wide building setback will be provided outside of the wetland boundary. The setback area will be stabilized with irrigated landscaping including sod, trees and shrubbery. D. CONSTRUCTION DETAILS 1. PROPOSED CONSTRUCTION DATES. Include a project timeline. Start date 1/1/2024 Finish date 8/31/2024 How long will it take to complete the project? Approximately 8 months Is any portion of the work already completed? ☐ Yes ☒ No (If yes, describe previously completed work.) Refer to section D1 in the instructions. The entire project is estimated to take 8 months, however culvert and bridge construction will be coordinated with the Maynard Border Ditch Company so that it occurs outside of the irrigation season while the watercourse is dry (generally after Oct. 15 and prior to April 15). 2. PROJECT DIMENSIONS. Describe length and width of the project. Refer to section D2 in the instructions. Table D.2. Project Dimensions Impact Sites Culvert Length (LF) Material Wetland Impact (SF) Channebed (NWW-1) Impact (SF) Channelbed Impact (LF) Street Crossings 1: Alley 1 47.5 36” W x 58.5” L RCP Arch Culvert 1,246.0 290.0 57.96 2: Field Street 62.0 10’ W x 3’ H open-bottom 218.44 39.38 27.37 3: Valley Commons Drive 52.0 18’ W x 3’ H open-bottom 181.77 16.65 22.18 4: Alley 2 52.0 15’ W x 3’ H open-bottom 167.56 47.49 37.81 Pedestrian Crossings 5. North 0 N/A 0 0 0 6. North Central 0 N/A 0 0 0 7. South Central 0 N/A 0 0 0 8. South 0 N/A 0 0 0 TOTAL 213.5 1,813 394 SF (0.01 ac) 145.32 3. EQUIPMENT. List all equipment that will be used for this project. How will the equipment be used on the bank and/or in the water? Note: All equipment used in the water must be clean, drained and dry. Refer to section D3 in the instructions. Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 5 Construction equipment will consist of excavators, compactors and dump trucks. Construction equipment will not be operated within the wetland boundaries, banks or channel. Construction will also occur outside of the irrigation season when the watercourse is dry. Construction will be completed by local contractors with locally sourced construction equipment and material. Will equipment from out of state be used? YES ☐ NO ☒ UNKNOWN ☐ Will the equipment cross west over the continental divide to the project site? YES ☒ NO ☐ UNKNOWN ☐ Will equipment enter the Flathead Basin? YES ☐ NO ☒ UNKNOWN ☐ 4. MATERIALS. Provide the total quantity and source of materials proposed to be used or removed. Note: This may be modified during the permitting process therefore it is recommended you do not purchase materials until all permits are issued. List soil/fill type, cubic yards and source, culvert size, rip-rap size, any other materials to be used or removed on the project. Refer to section D4 in the instructions. See Table D.2 above for culvert sizes Cubic yards/Linear feet Size and Type Source Street Crossings: North Alley 1: Road gravel: 26 cuyd / 47.5 LF 36”x58-1/2” RCP Local gravel Pit Field Street: Road gravel: 44 cuyd / 62 LF 10’x3’ RC Local gravel Pit Valley Commons: Road gravel: 61 cuyd / 52 LF 18’x3’ RC Local gravel Pit South Alley 2: Road gravel: 52 cuyd/ 52 LF 15’x3’ RC Local gravel Pit Pedestrian Crossings North 0 cuyd/LF n/a n/a North Central 0 cuyd/LF n/a n/a South Central 0 cuyd/LF n/a n/a South 0 cuyd/LF n/a n/a E. REQUIRED ATTACHMENTS 1. PLANS AND/OR DRAWINGS of the proposed project. Include: • Plan/Aerial view • an elevation or cross section view • dimensions of the project (height, width, depth in feet) • location of storage or stockpile materials dimensions and location of fill or excavation sites • drainage facilities • location of existing/proposed structures, such as buildings, utilities, roads, or bridges • an arrow indicating north • Site photos See enclosed design sheets. 2. ATTACH A VICINITY MAP OR A SKETCH which includes: The water body where the project is located, roads, tributaries, other landmarks. Place an “X” on the project location. Provide written directions to the site. This is a plan view (looking at the project from above). See Exhibit B Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 6 3. ATTACH ANNUAL PLAN OF OPERATION if requesting a Maintenance 310 Permit. N/A 4. ATTACH AQUATIC RESOURCE MAP. Document the location and boundary of all waters of the U.S. in the project vicinity, including wetlands and other special aquatic sites. Show the location of the ordinary high-water mark of streams or waterbodies. if requesting a Section 404 or Section 10 Permit. Ordinary high-water mark delineation included on plan or drawings and/or a separate wetland delineation. See Exhibit B F. ADDITIONAL INFORMATION FOR U.S. ARMY CORPS OF ENGINEERS (USACE) SECTION 404, SECTION 10 AND FLOODPLAIN PERMITS. Section F should only be filled out by those needing Section 404, Section 10, and/or Floodplain permits. Applicants applying for Section 404 and/or Section 10 permits complete F 1- 8. Applicants applying for Floodplain permits, complete all of Section F. Refer to section F in the instructions. FOR QUESTIONS RELATING TO SECTION F, QUESTIONS 1-8 PLEASE CONTACT THE USACE BY TELEPHONE AT 406- 441-1375 OR BY E-MAIL MONTANA.REG@USACE.ARMY.MIL. 1. Identify the specific Nationwide Permit(s) that you want to use to authorize the proposed activity. Refer to section F1 in the instructions. NWP 39 2. Provide the quantity of materials proposed to be used in waters of the United States. What is the length and width (or square footage or acreage) of impacts that are occurring within waters of the United States? How many cubic yards of fill material will be placed below the ordinary high-water mark, in a wetland, stream, or other waters of the United States? Note: Delineations are required of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Refer to section F2 in the instructions. Crossing Impact Wetland-1 Fill NWW-1 Fill Below OHWM SQFT / CUYD SQFT / LF / CUYD Street Crossing 1. Alley 1: 453 / 26 147 / 47.5/ 2.72 2. Field Street: 801 / 44 0/0/0 3. Valley Commons: 1,084 / 61 0/0/0 4. Alley 2: 930 / 52 0/0/0 Pedestrain Crossings 5., 6., 7., 8 0/0/0 0/0/0 TOTAL 3,268 / 183 147/47.5/2.72 3. How will the proposed project avoid or minimize impacts to waters of the United States? Attach additional sheets if necessary. Refer to section F3 in the instructions. Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 7 The initial development plans included moving the channel to the west. The site was purposefully redesigned to AVOID and MINIMIZE impacts to aquatic resources. By installing four crossings and NOT moving the channel, impacts to the aquatic resource has been minimized to the maximum extent. 4. Will the project impact greater than 0.10-acre of wetland and/or more than 300 linear feet of stream or other waters? If yes, describe how the applicant is going to compensate (mitigation bank, in-lieu fee program, or permittee responsible) for these unavoidable impacts to waters of the United States. Refer to section F4 in the instructions. No: < 0.1 acre impact NWW-1 LF Impact: 145.32 LF (0.01 ac) Wetland-1 Impact: 1,813 SF (0.04 ac) 5. Is the activity proposed within any component of the National Wild and Scenic River System, or a river that has been officially designated by Congress as a “study river”? Refer to section F5 in the instructions. ☐ Yes ☒ No 6. Does this activity require permission from the USACE because it will alter or temporarily or permanently occupy or use a USACE authorized civil works project? (Examples include USACE owned levees, Fort Peck Dam, and others)? Refer to section F6 in the instructions. ☐ Yes ☒ No 7. List the ENDANGERED AND THREATENED SPECIES and CRITICAL HABITAT(s) that might be present in the project location. Refer to section F7 in the instructions. DNA 8. List any HISTORIC PROPERTY(S) that are listed, determined to be eligible or are potentially eligible (over 50 years old) for listing on the National Register of Historic Places.” Refer to section F8 in the instructions. The channelized stream has been in operation for >50 Years. 9. List all applicable local, state, and federal permits and indicate whether they were issued, waived, denied, or pending. Note: All required local, state, and federal permits, or proof of waiver must be issued prior to the issuance of a floodplain permit. Refer to section F9 in the instructions. None to date. 10. List the NAMES AND ADDRESSES OF LANDOWNERS adjacent to the project site. This includes properties adjacent to and across from the project site. (Some floodplain communities require certified adjoining landowner lists). See below. 11. Floodplain Map Number (N/A) Refer to section F11 in the instructions. 12. Does this project comply with local planning or zoning regulations? Refer to section F12 in the instructions. ☒ Yes ☐ No Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 8 Signature of Applicant Date Signature of Landowner Date *CONTRACTOR’S PRIMARY CONTACT (if applicable): Print Name: Click here to enter name. Matt Cotterman, PE, Caddis Engineering 9/5/23 ________________________________________ Signature of Contractor/Agent Date *Contact agency to determine if contractor signature is required. Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 9 Adjoining Property Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 10 Owners: MINOR SUB 295, S10, T02 S, R05 E, Lot 5, ACRES 31.028 Bozeman, MT RIDGE CAMPUS PROPERTY OWNERS 225 E MENDENHALL ST BOZEMAN, MT 59715-3637 RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, ACRES 10.05, PRIVATE COMMON AREA #1-A & 2 & SHARED PARKING AREA PLAT J-465-A and RIDGE ATHLETIC CLUB CONDO, S10, T02 S, R05 E, LOT 1A RIDGE ATHLETIC CLUB SUB 2.7706 ACRES J-465-A PLUS PRIVATE COMMON AREAS NOT CONTIGUOUS OPPORTUNITY BANK OF MONTANA PO BOX 4999 HELENA, MT 59604-4999 VALLEY COMMONS BUSINESS PARK SUB, S10, T02 S, R05 E, Lot 9-A, ACRES 1.615, PLAT J-212-B NOT CONTIGUOUS MOUNTAIN MEADOWS ESTATES LLP 175 N 27TH ST STE 940 BILLINGS, MT 59101-2048 S15, T02 S, R05 E, ACRES 27.55, TR IN NE4NW4 (IMPS ONLY RGG24369) NOT CONTIGUOUS KOUNTZ KRISTIE 8606 HUFFINE LN BOZEMAN, MT 59718-9012 S15, T02 S, R05 E, TRACT 1 W2 128.451AC COS 2229 and S15, T02 S, R05 E, MINOR SUB 313 NW4 5.835AC LOT L NOT CONTIGUOUS AMERICAN BANK 1632 W MAIN ST BOZEMAN, MT 59715-4012 FERGUSON FARM SUB, S10, T02 S, R05 E, BLOCK 1, Lot 2, ACRES 0.9894, PLAT J-563 NOT CONTIGUOUS MARKET AT FERGUSON FARM COMMERCIAL CONDO MASTER (SEE BELOW FOR OWNER) MARKET AT FERGUSON FARM COMMERCIAL CONDO, S10, T02 S, R05 E, FERGUSON FARM SUB BLOCK 1 LOT 1 PLAT J-563 NOT CONTIGUOUS BOARDWALK PROPERTIES INC 101 E MAIN ST STE D BOZEMAN, MT 59715-4796 MARKET AT FERGUSON FARM COMMERCIAL CONDO, S10, T02 S, R05 E, UNITS 2-7 MARINEFIGHTER LLC 6545 N VISTA LN JACKSON, WY 83001-9087 MARKET AT FERGUSON FARM COMMERCIAL CONDO, S10, T02 S, R05 E, UNITS 8 & 9 WOOPH LLC 448 COTTONWOOD RD BOZEMAN, MT 59718-9207 MARKET AT FERGUSON FARM COMMERCIAL CONDO, S10, T02 S, R05 E, UNITS 10 & 11 MARKET INVESTMENTS LLC 515 S BLACK AVE BOZEMAN, MT 59715-5301 MARKET AT FERGUSON FARM COMMERCIAL CONDO, S10, T02 S, R05 E, UNITS 1A & 1B FORTUNA COMMERCIAL CONDO MASTER (SEE BELOW FOR OWNERS) FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, MASTER FERGUSON FARM SUB LOT 1 BLK 4 NOT CONTIGUOUS PAWL LLC 4515 VALLEY COMMONS DR STE 101 BOZEMAN, MT 59718-4531 FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, UNIT /SUITE 101 TEOTAC LLC PO BOX 11270 BOZEMAN, MT 59719-1270 FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, UNIT /SUITE 102 BOWEN LAND LLC PO BOX 1924 BOZEMAN, MT 59771-1924 FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, UNIT /SUITE 103 BECHTLE BUILDING LLC 4515 VALLEY COMMONS DR STE 201 BOZEMAN, MT 59718-4532 FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, UNIT /SUITE 201 BSD BUILDING LLC 4515 VALLEY COMMONS DR STE 202 BOZEMAN, MT 59718-4532 FORTUNA COMMERCIAL CONDO, S10, T02 S, R05 E, UNIT /SUITE 202 TOWN & COUNTRY FOODS INC 1611 S 11TH AVE BOZEMAN, MT 59715-5466 FERGUSON FARM SUB, S10, T02 S, R05 E, BLOCK 5, Lot 1A-3A, PLAT J-563A NOT CONTIGUOUS BOZEMAN APARTMENT GROUP LLC 1735 S 19TH AVE STE B BOZEMAN, MT 59718-5427 ICON AT FERGUSON FARM, S10, T02 S, R05 E, Lot 3A-2, ACRES 5.476, PLAT J-681 Acres: 5.48 & ICON AT FERGUSON FARM, S10, T02 S, R05 E, Lot 3A-1, ACRES 9.894, PLAT J-681 Acres: 9.89 NOT CONTIGUOUS Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 11 MOUNTAIN LION ASSETS LLC 4350 RAVALLI ST BOZEMAN, MT 59718-2101 RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, Lot 9, ACRES 0.2156, PLAT J-465-A PLUS PRIVATE COMMON AREAS1 & 2 PLAT J-465 NOT CONTIGUOUS BLACK DIRT LLC 2320 W MAIN ST STE 6 BOZEMAN, MT 59718-3914 The RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, Lot 6, PLAT J-465 PLUS PRIVATE COMMON AREAS Acres: 0.34 NOT CONTIGUOUS MONTANA TEAM PROPERTIES, LLC 334 HIGAIN TRL BOZEMAN MT 59718 RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, Lot 7A, ACRES 0.2637, PLAT J-465-A NOT CONTIGUOUS GALLATIN VALLEY HEALTH FITNESS GROUP LLC 4181 FALLON AVENUE BOZEMAN, MT 59718 The RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, Lot 2A, PLAT J-465-A PLUS PRIVATE COMMON AREAS1 & 2 PLAT J-465 EYETOOTH CONDO 4325 FALLON AVENUE BOZEMAN, MT 59718 EYETOOTH CONDO, S10, T02 S, R05 E, THE RIDGE ATHLETIC CLUB SUB LOT 8 PLAT J-465 PLUS PRIVATE AREAS 1-2 NOT CONTIGUOUS MONTANA STATE UNIVERSITY PO BOX 172760 BOZEMAN, MT 59717-2760 S15, T02 S, R05 E, C.O.S. 1243C, PARCEL A-1-A-1, ACRES 52.131 NOT CONTIGUOUS PINEWOOD PROF CENTER CONDO (SEE BELOW FOR OWNERS) PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, MINOR SUB 261 LOT 1 BLK 1 CONDO MASTER NOT CONTIGUOUS JOLLY PROPERTIES LLC 682 S FERGUSON AVE STE 1 BOZEMAN, MT 59718-6491 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 1 SALAS OBRIEN LLC ATTN FINANCE REAL ESTATE 305 S 11TH ST SAN JOSE, CA 95112 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 2 REPSCHER PROPERTY LLC 682 FERGUSON AVE STE 3 BOZEMAN, MT 59718-6491 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 3 PSSP ENTERPRISES LLC 682 S FERGUSON AVE STE 4 BOZEMAN, MT 59718-6491 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 4 KLOTOVICH MARTIN & NANCY 2450 ETTA PL BOZEMAN, MT 59718-9319 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 5 SCHRATZ RK FAMILY LIMITED PARTNERSHIP 5833 STAFFANSON RD BOZEMAN, MT 59718-9482 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 6 HI PO POWER LLC 676 S FERGUSON AVE STE 1 BOZEMAN, MT 59718-1951 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 7 DEASON KRIS L 87 SIERRA DR BOZEMAN, MT 59718-7118 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNITS 8, 26, & 33 CASEY LLC 339 PEACE PIPE DR BOZEMAN, MT 59715-1769 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 9 MCCAW EVAN THOMAS & JILL MARIE 189 SIERRA DR BOZEMAN, MT 59718-7144 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 10 HICKS PROPERTIES LLC 676 S FERGUSON AVE STE 5 BOZEMAN, MT 59718-1951 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNITS 11 & 12 BRAY DONALD A & SHEENA PO BOX 1361 BIG TIMBER, MT 59011-1361 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 13 MCHENRY DONALD E & PATRICIA J 670 S FERGUSON AVE STE 1 BOZEMAN, MT 59718-6493 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 14 NAF INVESTMENTS LLC 4768 VICTORY ST BOZEMAN, MT 59718-9281 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 15 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 12 ANTHROPOCENE REALTY MANAGEMENT LLC 2453 ROSE ST BOZEMAN, MT 59718-3690 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 16 THIBEAULT MARK E & DIANE M PO BOX 624 LEWISTOWN, MT 59457-0624 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNITS 17 & 18 RM INVESTMENTS LLP 650 S FERGUSON AVE STE 2 BOZEMAN, MT 59718-6518 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 19 and UNIT 20 NIEUWENHUIS BRIAN & RENITA 638 S FERGUSON AVE STE 1 BOZEMAN, MT 59718-6405 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 21 WALKING DIAMOND PROPERTIES LLC 638 S FERGUSON AVE STE 2 BOZEMAN, MT 59718-6405 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 22 PINEWOOD PRODUCTIONS 638 FERGUSON AVE STE 3 BOZEMAN, MT 59718-6405 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 23 ONCO ENTERPRISES LLP 626 FERGUSON AVE STE 1 BOZEMAN, MT 59718-6409 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 24 HART TIMOTHY P PO BOX 10964 BOZEMAN, MT 59719-0964 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 25 HENNE LINDA L 2550 DEER CREEK DR BOZEMAN, MT 59715-7728 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 27 RISBRO VENTURE CAPITAL LLC GALLATIN VALLEY CHIROPRACTIC 626 S FERGUSON AVE STE 5 BOZEMAN, MT 59718-6409 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 28 MILES PROPERTIES LLC 2284 ANDALUSIAN AVE BOZEMAN, MT 59718-8092 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 29 JBP REAL ESTATE LLC 610 BOARDWALK AVE STE 201 BOZEMAN, MT 59718-4179 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNITS 30 & 31 SHAHID MICHELLE & MARIE DUBOIS 434 CHANNEL CREEK COURT MT PLEASANT, SC 29464 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 32 LENNON DAN COCHRAN 6780 TEPEE RIDGE RD BOZEMAN, MT 59715-7677 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNITS 34 & 35 BRIGHT PROPERTIES LLC 602 FERGUSON AVE STE 3 BOZEMAN, MT 59718-6483 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 36 PAINTED RIDGE LLC PO BOX 93 CHEYENNE, WY 82003-0093 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 37 BRIDGER MORNING LLC PO BOX 93 CHEYENNE, WY 82003-0093 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 38 GR&MV LLC PO BOX 1121 LIVINGSTON, MT 59047-1121 PINEWOOD PROF CENTER CONDO, S10, T02 S, R05 E, UNIT 39 WEST VALLEY COMMERCIAL CONDO MASTER (SEE BELOW FOR OWNERS) WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, VALLEY COMMONS BUSINESS PARK SUB AND LOT 1 & 2 CONDO MASTER NOT CONTIGUOUS CENTRAL HOLDINGS LLC PO BOX 1201 BOZEMAN, MT 59771-1201 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 1, UNIT 1A. and UNITS A-D HOFFART PROPERTIES LLC 4055 VALLEY COMMONS DR STE A BOZEMAN, MT 59718-6434 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 2, UNIT A VINGER DUANE M & CYNTHIA J 4055 VALLEY COMMONS DR STE B BOZEMAN, MT 59718-6434 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 2, UNIT B Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 13 ZENA ENTERPRISES LLC 4055 VALLEY COMMONS DR STE G BOZEMAN, MT 59718-6434 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 2, UNIT C, E, F, & G CB THOMAS VALLEY COMMONS LLC 1001 S MAIN ST STE 5733 KALISPELL, MT 59901-5635 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 2, UNIT D JUDITH RIVER CATTLE CO INC 6352 PIONEER RD MOCCASIN, MT 59462-9572 WEST VALLEY COMMERCIAL CONDO, S10, T02 S, R05 E, BUILDING 2, UNIT H COTTONWOOD CONDO INC (AKA:CT CONDO LAND MASTER) (SEE BELOW FOR OWNERS) CT CONDO, S10, T02 S, R05 E, MINOR SUB 365A LOT 2B NOT CONTIGUOUS TAYLOR GREGORY & PEGGY J 722 CLEARWATER DR WHITEFISH, MT 59937-7848 CT CONDO, S10, T02 S, R05 E, UNIT 1 VOGEL KATHERINE LYNNE 475 STILLWATER CREEK DR BOZEMAN, MT 59718-1973 CT CONDO, S10, T02 S, R05 E, UNIT 2 MITCHELL DEVELOPMENT GROUP LLC PO BOX 738 GREAT FALLS, MT 59403-0738 CT CONDO, S10, T02 S, R05 E, UNITS 3, 12 WATERSKIPPER LLC PO BOX 5273 BOZEMAN, MT 59717-5273 CT CONDO, S10, T02 S, R05 E, UNIT 4 MIELKE LLOYD N & JONES ALICE J 289 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNITS 5, 40, 62, & 109 PERKINS RUTH E 433 STILLWATER CREEK DR BOZEMAN, MT 59718-1973 CT CONDO, S10, T02 S, R05 E, UNIT 6 BRANDIS KATHLEEN A 1417 S CHURCH AVE BOZEMAN, MT 59715-5805 CT CONDO, S10, T02 S, R05 E, UNIT 7 POWERS HAROLD T 438 STILLWATER CREEK DR BOZEMAN, MT 59718-1973 CT CONDO, S10, T02 S, R05 E, UNIT 8 SINNEMA LYNNE D & RON 398 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 9 SLOW BEND PROPERTIES LLC 3945 WOODCREEK DR BILLINGS, MT 59106-9695 CT CONDO, S10, T02 S, R05 E, UNIT 10 SHOWALTER LINDA M & COULSTON TINA A 427 SLOUGH CREEK DR BOZEMAN, MT 59718-2000 CT CONDO, S10, T02 S, R05 E, UNIT 11 KENNELLY MARILYN KAY 417 SLOUGH CREEK DR BOZEMAN, MT 59718-2000 CT CONDO, S10, T02 S, R05 E, UNIT 13 OCONNOR MARA S 413 SLOUGH CREEK DR UNIT 14 BOZEMAN, MT 59718-2000 CT CONDO, S10, T02 S, R05 E, UNIT 14 TOFT CURTIS R 409 SLOUGH CREEK DR BOZEMAN, MT 59718-2000 CT CONDO, S10, T02 S, R05 E, UNIT 15 MADILL BETTY TRUSTEE 403 SLOUGH CREEK DR BOZEMAN, MT 59718-2000 CT CONDO, S10, T02 S, R05 E, UNIT 16 MCWHORTER KATHERINE A 393 SLOUGH CREEK DR UNIT 17 BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 17 FRANCISCO JERRY L & SHIRLEY K 387 SLOUGH CREEK DR BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 18 MTX HOLDINGS LLC BYRD PROPERTY MGMT PO BOX 51 BOZEMAN, MT 59771-0051 CT CONDO, S10, T02 S, R05 E, UNITS 19, 20, 22 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 14 HALL DAVID B & SUSAN S 365 SLOUGH CREEK DR BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 21 SHORT MARLENE J 331 SLOUGH CREEK DR BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 23 LYON JOANNA 317 SLOUGH CREEK DR BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 24 HENSON DON & DIANA L 322 SLOUGH CREEK DR BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 25 CLEVELAND DAVID & CHARLOTTE 308 SLOUGH CREEK DR UNIT 26 BOZEMAN, MT 59718-2002 CT CONDO, S10, T02 S, R05 E, UNIT 26 ARTHUN PAUL & LADEEN PO BOX 52 BELGRADE, MT 59714-0052 CT CONDO, S10, T02 S, R05 E, UNIT 27 DOHERTY PATRICIA E PO BOX 10863 BOZEMAN, MT 59719-0863 CT CONDO, S10, T02 S, R05 E, UNIT 28 VANDERPAN LISA CALKINS 298 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 29 RAMBOLDT THOMAS I & CATHERINE J 272 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 30 RESTVEDT ANN W & CROUCH JUNE A 241 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 31 MILES LOREN & KATHY OLIGMILLER 4267 STARLITE DR RAPID CITY, SD 57702-6942 CT CONDO, S10, T02 S, R05 E, UNIT 32 KELLEY ROY G & FRANCES 254 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 33 HEAHLKE HOWARD W & SUSAN L 236 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 34 STEBBINS DANIEL C & DAVINA H 3122 GOLDEN SUN DR BOZEMAN, MT 59718-6873 CT CONDO, S10, T02 S, R05 E, UNIT 35 SCHNEIDER ROGER W & KAY F 209 SLOUGH CREEK DR BOZEMAN, MT 59718-2001 CT CONDO, S10, T02 S, R05 E, UNIT 36 POIRIER ALFRED J & TRUDY E 515 LINDLEY RD GLENSIDE, PA 19038-2801 CT CONDO, S10, T02 S, R05 E, UNIT 37 DYMERSKI JOSEPH R & MARY A 40066 95TH ST WEST LEONA VALLEY, CA 93551 CT CONDO, S10, T02 S, R05 E, UNIT 38 LARGESS ALLISON J & ANDREW J 375 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 39 MITCHELL NANCY 354 STILLWATER CREEK DR UNIT 41 BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 41 PORTRA TERRY L & CHERYL 332 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 42 CUTIETTA MARYBETH S 341 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 43 ADLINGTON RONALD J & BARBARA A 94 HARDIN LN BOZEMAN, MT 59718-8971 CT CONDO, S10, T02 S, R05 E, UNIT 44 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 15 HEDRICH JUANITA R & HOUGHTALING DARLENE N 316 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 45 SWIFT DANIEL J & CAMELIA 106 S SHAWNEE RIDGE CIR THE WOODLANDS, TX 77382-2554 CT CONDO, S10, T02 S, R05 E, UNIT 46 WHEELER LISA L & STEVEN L TRUSTEES C/O TONI ADAMS 307 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 47 WATSON SHEREE & ROBERT J & HEIDI J 303 STILLWATER CREEK DR BOZEMAN, MT 59718-2003 CT CONDO, S10, T02 S, R05 E, UNIT 48 COLLINS ROBERT D & VICKI L 292 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 49 KEITH MARILYN J 284 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 50 WILLIAMS JANIS LEE TRUST 277 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 51 DYK DONALD W & DEANNA R 251 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 52 ESSIG ROBERT G & SHERYL J 521 S 5TH AVE BOZEMAN, MT 59715-4520 CT CONDO, S10, T02 S, R05 E, UNIT 53 WILCOX LARRY W & JUDY PO BOX 7354 BOZEMAN, MT 59771-7354 CT CONDO, S10, T02 S, R05 E, UNIT 54 SIME FAMILY LLC 105 THREE FEATHERS RD BOZEMAN, MT 59718-7668 CT CONDO, S10, T02 S, R05 E, UNIT 55 EAGLE STEVEN J & CAROLYN L 205 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 56 GSL GROUP INC 9328 E EVANS PL DENVER, CO 80231-3434 CT CONDO, S10, T02 S, R05 E, UNIT 57 HUPKA JOE L & GINA C 210 STILLWATER CREEK DR BOZEMAN, MT 59718-2022 CT CONDO, S10, T02 S, R05 E, UNIT 58 HANIUK LYNNE I 397 HANLEY AVE BOZEMAN, MT 59718-2010 CT CONDO, S10, T02 S, R05 E, UNIT 59 WEIGAND JUDITH R 373 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 60 DICKEY DAVID 49096 EAGLE DR E LIVERPOOL, OH 43920-9225 CT CONDO, S10, T02 S, R05 E, UNIT 61 POLLARI JACK O & DIANA L 351 HANLEY AVE BOZEMAN, MT 59718-2010 CT CONDO, S10, T02 S, R05 E, UNIT 63 MCCLURE PHILIP B & ELSBETH 339 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 64 WIERSEMA RICHARD & GERTRUDE 346 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 65 SENEKER JAMES A & JUDITH A 755 SATURN ST APT A105 JUPITER, FL 33477-4416 CT CONDO, S10, T02 S, R05 E, UNIT 66 LOI ANNE N 327 S HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 67 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 16 AQUINO RICARDO P & DANAE M 321 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 68 DRAGONFLY NEST LLC 316 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 69 TROST DELVIN R & JOAN C D J T LIVING TRUST 306 S HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 70 HAGEN KRIS 313 S HANLEY AVE BOZEMAN, MT 59718-6505 CT CONDO, S10, T02 S, R05 E, UNIT 71 MOFFITT STREET LLC 200 SPRINGHILL SCHOOL ROAD BELGRADE, MT 59714 CT CONDO, S10, T02 S, R05 E, UNIT 72 JERDEE JAMIE K & SWAN JEFFERY J & DANA L 275 S HANLEY AVE BOZEMAN, MT 59718-6880 CT CONDO, S10, T02 S, R05 E, UNIT 73 PITMAN LILLIAN BROWNING 253 S HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 74 MARTHA G ENG 288 S HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 75 SAMUELSON ELAINE M 262 HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 76 MCGOWAN BARBARA JOANN & BROWN KATHLEEN A & MCGOWAN BRIAN J 231 S HANLEY AVE BOZEMAN, MT 59718-6880 CT CONDO, S10, T02 S, R05 E, UNIT 77 BONDERUD SHARON D 215 S HANLEY AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 78 COKEVILLE LLC 25025 NORRIS RD BOZEMAN, MT 59718-7523 CT CONDO, S10, T02 S, R05 E, UNIT 79 SHYNE MARCELLE A 224 S HANLEY AVE BOZEMAN, MT 59718-6880 CT CONDO, S10, T02 S, R05 E, UNIT 80 SIMMONS PATRICIA ANNE 357 PINE CREEK DR BOZEMAN, MT 59718-8628 CT CONDO, S10, T02 S, R05 E, UNIT 81 ATTEBERRY KRISTIAN S & POSTHUMUS JENNIFER J 5035 QUEEN AVE S MINNEAPOLIS, MN 55410-2208 CT CONDO, S10, T02 S, R05 E, UNIT 82 BRICKER WILLIAM G & TERESE 348 PINE CREEK AVE BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 83 BRAAKSMA KATHY J 322 PINE CREEK DR BOZEMAN, MT 59718-8628 CT CONDO, S10, T02 S, R05 E, UNIT 84 KIMMET RONALD C & MARGARET A 311 PINE CREEK DR BOZEMAN, MT 59718-8628 CT CONDO, S10, T02 S, R05 E, UNIT 85 HINMAN TOMMY H & LINDA L 303 PINE CREEK DR BOZEMAN, MT 59718-8628 CT CONDO, S10, T02 S, R05 E, UNIT 86 MCCOLLUM WILLIAM R & PATRICI S 296 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 87 HEAP DAVID & MARY W 282 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 88 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 17 DITTERLINE SHARON 273 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 89 ATWATER JANIE B 251 PINE CREEK DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 90 OLSON ANITA KIM & MASKER JAMES E 268 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 91 BEN-YOUSSEF MARIE-THERESE 240 PINE CREEK DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 92 HAMIL ROBERT G & VICKI L 223 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 93 PIZZION PHILIP J JR PO BOX 99466 SAN DIEGO, CA 92169 CT CONDO, S10, T02 S, R05 E, UNIT 94 TRIBBLE LARRY NORMAN & LORETTA ELLEN 232 PINE CREEK DR BOZEMAN, MT 59718-8627 CT CONDO, S10, T02 S, R05 E, UNIT 95 GOLDBERG ALAN N & CAMILLE A 3332 HAVEN WAY BURBANK, CA 91504-1821 CT CONDO, S10, T02 S, R05 E, UNIT 96 NELSON ARLYSS H 2658 N HETON LN LIBERTY LAKE, WA 99019-5232 CT CONDO, S10, T02 S, R05 E, UNIT 97 GORDON MILDRED R & WALTER L JR 275 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 98 RIEDER DAN & TOBA 280 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 99 BECHTOLD DENNIS A & CHERYL L 266 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 100 STOKNES BRENNEN & JILLIAN STOKNES 5440 DIAMOND PINE BAINBRIDGE ISLAND, MA 98110 CT CONDO, S10, T02 S, R05 E, UNIT 101 BERG CHRISTINE G & FORREST E 233 EAGLE CREEK DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 102 MIKELSON CLARENCE JAMES JR & SUSAN ANNE 246 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 103 DENNY STEVEN L & ANN M 224 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 104 LUFT LEROY D & AGNES E 215 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 105 TORESDAHL JODIE LYNN LYTLE BRIAN JAMES 207 EAGLE CREEK DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 106 REITER GENEVIEVE 210 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 107 BATESON JOSEPH A & BOBBIE J 202 EAGLE CREEK DR BOZEMAN, MT 59718-8771 CT CONDO, S10, T02 S, R05 E, UNIT 108 HUFFMASTER GARY D & MARY 3001 JAMES ST BILLINGS, MT 59102-0904 CT CONDO, S10, T02 S, R05 E, UNIT 110 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 18 BECKER CAROL J & MONTANA FRANK 272 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNIT 111 TUSS BARBA DAWN 258 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNIT 112 DAVIS JACK & SUSAN PO BOX 5077 BOZEMAN, MT 59717-5077 CT CONDO, S10, T02 S, R05 E, UNIT 113 SMITH JAMES F & VAN AUSDOL LORRAINE 225 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNIT 114 WALTON AUDREY M 236 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNIT 115 EMBORG JACK E & MARCIA K 214 MILL CREEK DR BOZEMAN, MT 59718-8772 CT CONDO, S10, T02 S, R05 E, UNIT 116 LETANG ROBERT & WANDA 3753 WILLOW WAY BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 117 BRAAKSMA ROBERT P 176 MILL CREEK DR BOZEMAN, MT 59718-8773 CT CONDO, S10, T02 S, R05 E, UNIT 118 BAKKEN IRA MARTIN & BARBARA J 4163 PALISADE DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 119 SIEVERT ALVIN L & VICTORIA J 4175 PALISADE DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 120 COX JOHN L & DONNA L 4203 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 121 BALLANTYNE JEAN 4209 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 122 ANDERSON MICHELLE 4215 PALISADE DR UNIT 123 BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 123 DENISON CLARK E 4221 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 124 BREEDEN LINDA 4233 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 125 KLEINGARTNER KELLY A & KENT A KLEINGARTNER EDWIN F & SHARON ANN 4247 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 126 JACOBSON JULIE ANNE & MARK KENNETH 3843 W 98TH AVE WESTMINSTER, CO 80031-2609 CT CONDO, S10, T02 S, R05 E, UNIT 127 SMOTHERMAN IRA J JR & CAROL R 4263 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 128 PALISADE DRIVE LLC 3120 MADRONA LN BOZEMAN, MT 59715-0705 CT CONDO, S10, T02 S, R05 E, UNIT 129 NICHOLS MICHEAL T & LAURA C 4283 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 130 SCHMIDT JON & CYNTHIA 4289 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 131 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 19 NOVOTNY PAUL A & CARROLL JEAN 4297 PALISADE DR BOZEMAN, MT 59718-2036 CT CONDO, S10, T02 S, R05 E, UNIT 132 OLSON TODD B. PO BOX 1385 BOZEMAN, MT 59771-1385 CT CONDO, S10, T02 S, R05 E, UNIT 133 VINGER BYRON LE ROY COTRUSTEE PO BOX 10851 BOZEMAN, MT 59719-0851 CT CONDO, S10, T02 S, R05 E, UNIT 134 NORBY HEATHER NAUERT 6 LATTINGTOWN WOODS CT BOZEMAN, MT 59715 CT CONDO, S10, T02 S, R05 E, UNIT 135 JACUPKE DEBORAH 176 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 136 RITTER JUDITH B 147 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 137 CASTLE ANTOINETTE DE TELDER 125 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 138 GARWOOD RICHARD JEFFERSON & ALLISON KELLY 156 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 139 GOOD DIANNE S 132 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 140 HULS GARY E & VIRGINIA 113 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 141 MSD Rental Properties LLC 18 Peregrine Way Bozeman, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 142 HAGENLOCK PATRICIA & ANTHONY NICHOLAS 118 SLOUGH CREEK DR BOZEMAN, MT 59718-2064 CT CONDO, S10, T02 S, R05 E, UNIT 143 DONAU PETER & GAIL C/O 106 SLOUGH CREEK DR BOZEMAN, MT 59718 CT CONDO, S10, T02 S, R05 E, UNIT 144 SLOUGH CREEK LLC 3120 MADRONA LN BOZEMAN, MT 59715-0705 CT CONDO, S10, T02 S, R05 E, UNIT 145 OWEN JAMES H PO BOX 218 YELLOWSTONE NATIONAL PARK, WY 82190-0218 CT CONDO, S10, T02 S, R05 E, UNIT 146 TOMINAGA DENNIS K & JANINE NESSET 2121 SACRAMENTO ST BERKELEY, CA 94702-1904 CT CONDO, S10, T02 S, R05 E, UNIT 147 SHONTZ BARBARA J 46 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 148 LANPHEAR DONA ALINE & SHAWNA RAE & CHERY 75 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 149 LANPHEAR DONA ALINE & SHAWNA RAE & CHERY 55 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 150 POWER LUANNE & WARBURTON RICHARD GENE PO BOX 7362 BOZEMAN, MT 59771-7362 CT CONDO, S10, T02 S, R05 E, UNIT 151 DELANEY TREVOR 25 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 152 RINEHART ELEANOR LYNN 9304 THORPE RD BOZEMAN, MT 59718-8155 CT CONDO, S10, T02 S, R05 E, UNIT 153 Ferguson Farm Application September 5, 2023 ______________________________________________________________________________ 20 SHORT JEROME C & CHARLENE K 14 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 154 GORDON RON & KATE 8 SLOUGH CREEK DR BOZEMAN, MT 59718-2067 CT CONDO, S10, T02 S, R05 E, UNIT 155 TRANSPORTATIONRIGID SPAN BRIDGE-CULVERT For more information please contact our National Sales Office at (888) 965-3227 or send an email to contactprecast@oldcastle.com. Verify specific availability at local facilities. FEATURES > Zero cover required > Larger open-end area > Variable span and rise > Eliminates/reduces vertical curve > Skewed sections available > HL 93 highway/railroad loadings > Load-tested, DOT approved > Multiple barrel available PRECASTWINGWALL PRECAST HEADWALL SPAN SPREADFOOTING RISEOPTIONALPILEFOUNDATION OPEN AREA CHART (sq/ft) SPAN RISE 15’ 18’ 21’ 25’ 28’ 31’ 33’ 3’ 43 52 61 73 82 91 N/A 4’ 58 70 82 98 110 122 130 5’ 73 88 103 123 137 153 163 6’ 88 106 124 148 165 184 196 7’ 103 124 145 173 193 215 229 8’ 118 142 166 198 221 246 246 9’ 133 160 187 223 249 279 295 (888) 514-4965 oldcastleprecast.com The Oldcastle Precast Transportation Group in the Eastern US offers components that assist in the acceleration of bridge and highway construction projects. The US Department of Transportation Federal Highway Administration stated in in 2015 that one fourth of the Nations 600,000 bridges require work or replacement. The agency has championed various programs to encourage the development of new and better ways to get infrastructure projects planned, designed, built and maintained see www.fhwa.dot.gov/innovation/resources/. OLDCASTLE PRECAST – TRANSPORTATION GROUP INCREASE DECREASE Safety Construction time Quality Environmental impact Durability Public inconvenience > Factory built precast concrete > Rapid installation > Transported to the site/ready to install > Accelerated productivity T_RSB_Flyer_120916_V01 © 2016 Oldcastle Precast, Inc. Multiple monolithic cells available Monolithic Box Culverts Segmental Box Culverts Rigid Span Bridge Rigid Span Bridge-Type II Type I Type II