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HomeMy WebLinkAbout20 Complete City SWPPP Submittal 5-6-20 G:\MADISON ENGINEERING\PROJECTS\2019\19-128 Timber Ridge\Application\SWPPP\City Engineering SWPPP Cover Letter.docx 895 Technology Blvd Suite 203  Bozeman, MT 59718  (406) 586-0262  Fax (406) 586-5740 MADISON ENGINEERING April 21, 2020 Cody Flammond City of Bozeman Stormwater Division 20 East Olive Bozeman, MT 59715 RE: Timber Ridge Apartments NOI-SWPPP Stormwater Management Permit Application Dear Cody, We are submitting on behalf of the Applicant/Owner the attached MDEQ Notice of Intent (NOI) and SWPPP for the Timber Ridge Apartments development located near the intersection of Turbulence Lane and Buckrake Ave. in Bozeman. We understand there is currently no fee required with the City for this application. Please review the submitted material at your earliest convenience. Please respond with comments to derek@mad-eng.com or call us at 586-0262. Sincerely, Madison Engineering, LLC. _____________________________ Derek Dennehy, EI cc: file AGENCY USE ONLY PERMIT NO.:Date Rec’d.:Amount Rec’d.:Check No.:Rec’d By: WATER PROTECTION BUREAU FORM NOI Notice of Intent (NOI) Storm Water Discharge Associated With Construction Activity MTR100000 The NOI form is to be completed by the owner or operator of construction activity eligible for coverage under the Department’s General Permit for Storm Water Discharges Associated with Construction Activities. Please read the attached instructions before completing this form. You must print or type legibly; forms that are not legible or are not complete or are unsigned will be returned. You must maintain a copy of the completed NOI form for your records. Section A - NOI Status (Check one): No prior NOI submitted for this site. New Resubmitt Permit Number: MTR10 __ __ __ __ Permit Number: MTR10 __ __ __ __ Permit Number: MTR10 __ __ __ __ (Discuss Modification in Section I) Section B – Facility or Site Information Site Name Site physical address, mailing address at location, or directions to the site Township/Range/Section (optional): Nearest City or Town Zip Code County Latitude Longitude Is this facility or site located ? Yes No Section C – Applicant (Owner/Operator) Information: Owner or Operator Name (Organization Formal Name) Mailing Address City, State, and Zip Code: Phone Number Email Status of Applicant (Check one) Federal State Private Public Other (specify) Timber Ridge Apartments Near the intersection of Turbulence Ln and Buckrake Ave. Bozeman 59718 Gallatin 45.697384 -111.074073 Summit Management Group 283 W Front St. Suite 1 Missoula, MT 59802-4328 (406) 541-0999 rusty@summithousinggroup.com Section F – SWPPP Administrator : Name Mailing Address City, State, and Zip Code Phone : Mailing Address City, State, and Zip Code Phone 404 Permit (dredge & fill) Section D – Existing or Pending Permits, Certifications, or Approvals: MPDES A. Primary B. Second C. Third D. Fourth Alternate Phone Alternate Phone : Mailing Address City, State, and Zip Code Phone Alternate Phone City of Bozeman Cody Flammond 1522 -General Contractors -Residential Buildings Other Than 1794 -Excavation Work Derek Dennehy SWPPP Admin 895 Technology Blvd, Suite 203 Bozeman, MT 59718 586-0262 Madison Engineering derek@mad-eng.com BMP 201 and 202 02/16/2018 Juliene Sinclair SWPPP Admin 895 Technology Blvd Suite 203 Bozeman, MT 59718 586-0262 Madison Engineering juliene@mad-eng.com BMP 201 and 202 09/22/2017 Section H –Describe the Construction Activity or Project Please provide a summary of Best Management Practices (BMPs) in the SWPPP Section G – Receiving Surface Water(s): Storm Water Outfall/Discharge Locations: For each outfall, list latitude and longitude in the decimal degrees format (00.0000; -000.0000) and the name of the receiving waters.This section must not be left blank and 45.69788900 -111.07416600 Cattail Creek The project consists of the construction of an apartment complex along with a paved parking lot. Water and sewer services will be installed at along with dry utilities. An on-site stormwater retention basin has been designed for stormwater flows. Permanent stormwater control will consist of sheet flow over an asphalt parking surface to an on site retention pond. Temporary BMPs include: Straw wattles around the site perimeter that will remain in place until vegetation has been established. A designated construction entrance with a vehicle tracking pad is located at the north entrance to the site. A concrete washout area and concrete containment area, material stockpile locations, trash receptacles, and worker toilets will be provided. Daily clean ups and weekly street sweeping will be required. Vegetative buffer exists along the east portion of the property. Regular SWPPP inspections will be completed. Section J – Fee: NEW PROJECTS: Indicate the acreage of construction related disturbance indicated in Section H of this NOI form. The fee for new projects includes the application and the annual fee for the calendar year in which the permit authorization is effective. 1-5 acres $ 900.00 >5-10 acres $1,000.00 >10-25 acres $1,200.00 >25-100 acres $2,000.00 >100 acres $3,500.00 $ 500.00 (minor modification, only if six months from date the permit authorization is effective) RESUBMITTAL RENEWAL $ Amount specified in Rule () MODIFICATION Map: Attach a USGS topographic quadrangle map extending one mile beyond the property boundaries of the site or activity identified in Section B depicting the facility or activity boundaries, major drainage patterns, and the receiving surface waters stated above. Section I – Supplemental Information (For Permit Modification Only – leave blank except for modification) Total site area (acres) Area of Construction Related Disturbance (acres) Estimated Project Start Date Estimated Project Final Stabilization Date Estimated Project Completion Date 1.86 1.86 06/03/2020 09/06/2022 09/20/2022 Section - C Authorized Signatories:This form must be completed, signed, and certified as follows: For a corporation, by a principal officer of at least the level of vice president; For a partnership or sole proprietorship, by a general partner or the proprietor, respectively; or For a municipality, state, federal, or other public facility, by either a principal executive officer or ranking elected official. All Applicants Must Complete the Following Certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information; including the possibility of fine and imprisonment for knowing violations. A. Name (Type or Print) B. Title (Type or Print) C. Phone No. D. Signature E. Date Signed The Department will not process this form until all of the requested information is supplied, and the appropriate fees are paid. Return this form and the applicable fee to: Department of Environmental Quality Water Protection Bureau PO Box 200901 Helena, MT 59620-0901 (406) 444-3080 Rusty Snow Owner (406) 541-0999 AGENCY USE ONLY PERMIT NO.:Date Rec’d.:Amount Rec’d.:Check No.:Rec’d By: WATER PROTECTION BUREAU FORM SWPPP 2018 Storm Water Pollution Prevention Plan (SWPPP) Form Storm Water Discharge Associated With Construction Activity MTR100000 READ THIS BEFORE COMPLETING FORM:The Form SWPPP is intended to assist operators in developing a SWPPP which complies with Part 3 of the General Permit for Storm Water Discharges Associated with Construction Activity (General Permit). It is the permittee’s responsibility to ensure all required items in the General Permit are adequately addressed and that the SWPPP is developed, implemented, and maintained. Additional information may be needed to supplement the Form SWPPP. For additional information, please call: (406) 444-3080 or visit: http://deq.mt.gov/wqinfo/mpdes/stormwaterconstruction.mcpx Section A -SWPPP Status:(Check one) New No prior SWPPP submitted for this site. Modificatio Permit Number: MTR10 __ __ __ __ (Please specify these four numbers) Section B - Facility or Site Information: Site Name ________________________________________________________________________________ Site Location Nearest City or Town County Section C - Applicant (Owner/Operator) Information: Owner or Operator Name Mailing Address City, State, and Zip Code Phone Number Section D SWPPP Preparer and SWPPP Administrator SWPPP Preparer: Name or Position Title Mailing Address City, State, and Zip Code Phone Number _____________________ Email Training Course _________________________________ Date Completed____________________________ Timber Ridge Apartments Near the intersection of Turbulence Ln and Buckrake Ave. Bozeman Gallatin Summit Management Group 283 W Front St. Suite 1 Missoula, MT 59802-4328 406-541-0999 Derek Dennehy 895 Technology Blvd Suite 203 586 0262 Bozeman, MT 59718 BMP 202 derek@mad-eng.com 2/17/18 SWPPP Administrator:Same as above Name or Position Title Mailing Address City, State, and Zip Code Phone Number _____________________ Email Training Course _________________________________ Date Completed____________________________ Section E – Site Description ( 1. Describe the nature of the construction activity and what is being constructed. 2. Describe all support activities and associated storm water discharges dedicated to the construction activity including but not limited to: material borrow areas, material fill areas, concrete or asphalt batch plants, equipment staging areas, access roads/corridors, material storage areas, and material crushing/recycling /processing areas. 3. Provide an estimate of the total area of the site, and an estimate of the area of the site expected to undergo construction-related disturbance (including all construction-related support activities). Total Site Area (acres): ____________ Area of Construction-Related Disturbance (acres): ____________ 4. Describe the character and erodibility of soil(s) and other earth material to be disturbed at the site, including cut/fill material to be used. SWPPP Administrator: Name or Position Title Mailing Address City, State, and Zip Code Phone Number _____________________ Email Training Course _________________________________ Date Completed____________________________ Juliene Sinclair 895 Technology Blvd,Suite 203 Bozeman,MT 59718 406-586-0262 tims@mad-eng.com BMP 201 and 202 9/22/17 The project consists of the construction of an apartment complex along with a paved parking lot. Water and sewer services will be installed at along with dry utilities. An on-site stormwater retention basin has been designed for stormwater flows. Support activities include earth excavation, utility trenching, equipment staging and storage areas, temporary access drive construction, site grading, landscaping, and final stabilization. There will be no concrete or asphalt batch plants, materials crushing or recycling or processing areas. 1.86 1.86 In situ soil conditions are typical for the area, based on the NRCS soil map. Blackdog silt loam is the predominant soil type with 0-4% slopes. This is a well-drained soil with a high capacity for infiltration. 6. For a storm water discharge associated with construction activity with construction-related disturbance of five acres or more of total land area (based on the acreage provided in item E.3 above): a. Provide an estimate of the runoff coefficient of the site, both before and after construction, and describe what supporting information this determination is based upon: Runoff coefficient before construction: ____________ Runoff coefficient after construction: ____________ Supporting Information Source: b.Provide an estimate of the increase in impervious area after the construction activity is completed: ________ Percent. Outfall Number Receiving Surface Water Drainage Area Associated with Type of Discharge Latitude and Longitude of Outfall Discharge to Municipal Storm 005 006 007 008 009 010 5. Provide a brief description of the existing vegetation at the site and an estimate of the percent density of vegetative ground cover. Specify Percent Density of Existing Vegetation: _________________ 00 00 00 00 Existing vegetation at the site consists of native grasses and weeds. 70 75 Cattail Creek 1.86 45.697889, -111.074166 Section – Identification and Summary of Potential Pollutant Sources (Part 3.4) Select the pollutants expected to be present on the construction project: Additional Pollutants List any additional pollutants likely to be present at the construction project. Non-Storm Water Discharges Select the types of allowable non-storm water discharges likely to be present at the construction project. Type of Allowable Non-Storm Water Discharge Present at Construction Project Irrigation Drainage Landscape Watering Pavement Wash Waters Routine Building Wash Down Uncontaminated spring or ground water Water used for dust control Emergency fire-fighting activities Foundation or footing drains Incidental windblown mist from cooling towers Uncontaminated condensate from air conditioners, coolers, or other compressors Other Explain ___________________________ Soils Areas of Shallow Grade Areas of Steep Grade Slopes Ditch Stockpiles Contaminated Soils Import and Export Operations Entrance / Exit Locations Other Explain_______________________ Materials Loading and Unloading Operations Storage of building materials Storage of chemicals Portable Toilets Concrete Batch Plant Asphalt Batch Plant Worker Trash Demolition Materials / Debris Other Explain ____________________ Activities Concrete Truck Washout Masonry - Stone / Brick / Concrete Spray / Wand Applications Finish Work – Dry wall / Painting Equipment Washing Washing of Buildings Maintenance of Equipment Refueling Operations Application of herbicides, pesticides, fertilizers Application of solvents or detergents Construction Dewatering Other Explain_____________________ Section – Selection of Best Management Practices (BMPs) (Part 3.5) Select the BMPs to be used during the construction project. All selected BMPs are required to have a specification provided in the SWPPP. The specifications do not have to be submitted to DEQ. The specifications are required to be maintained by the SWPPP Administrator(s) and provided to DEQ, EPA, or other local permitting authority upon request. Additional BMPs List any additional BMPs likely to be used at the construction project. Erosion Control BMPs Surface Roughening Diversion Ditches Velocity Checks / Check Dams Preservation of Existing Vegetation Minimizing Ground Disturbance Mulch – Straw / Compost Tackifiers / Soil Binders Temporary Seeding Erosion Control Blankets Rough Cut Street Controls / Water Bars Channel Liner Stream Crossing Terracing Culvert Outfall / Outlet Protection (Rip Rap) Other ______________________ Run On / Runoff Control BMPs Temporary Slope Drain Rock Run Down Clean Water Diversion Drainage Swales Other ______________________ Sediment Control BMPs Silt Fence Straw Wattles Rock Wattles / Rock Socks Curb Socks Straw Bales Earthen Berms Vegetative Buffers Drainage Ditch / Ditch Berm Gravel Pack Tarps, Plastic, Visqueen Compost Socks Brush Barrier Sandbag Barrier Inlet Protection Vehicle Tracking Control Pad Stabilized Vehicle Entrance Stabilized Parking Area Stabilized Construction Roadway Street Sweeping Sediment Trap Sediment Basin Other ________________________ Administrative Controls Concrete and Liquid Waste Washouts Worker Toilets Construction Fencing Dust Control Secondary Containment Dumpsters / Waste Receptacles Stabilized Staging Area Material Storage and Stockpile Area Paving and Painting Controls Saw Cutting and Grinding Controls Spill Prevention and Response Procedures Traffic Control Back Charging / Penalties Other __________________________ Post Construction BMPs Detention Pond(s) Retention Pond(s) Drainage Swales Infiltration System(s) Dry Well(s) Other __________________________ Local Erosion and Sediment Controls Describe applicable local erosion and sediment control requirements. Dewatering Activities (Part 3.6) Describe dewatering activities associated with the construction project. Identify the BMPs to be used to control dewatering activities and prevent discharges to state waters. If a separate authorization is obtained under the Construction Dewatering General Permit, include the dewatering plan with the SWPPP. 1) Drop inlet protection 2) Contain disturbed areas 3) Mitigate tracking - angular rock trackpad 4) Concrete washout - lined, fully contained 5) Contained material stockpile 6) Vehicle maintenance and storage areas 7) Straw wattles to provide perimeter control 8) Protect post-construction stormwater features 9) Stabilize disturbed areas N/A N/A Major Construction Activity BMPs 2 Phase I - Site Stripping, Clear and Grub Phase II - Parking Lot Improvements and Vertical Construction Vegetative Buffer Vehicle Track Pad Straw Wattles Sanitary Waste Facility Trash Receptacles Drop Inlet Protection Good housekeeping Concrete Containment Major Construction Activity Schedule List the major construction activities identified in the table above and provide an estimated timeframe for each major construction activity. For each major construction activity, identify all construction activities that will occur during the proposed major construction activity. Section – Final Stabilization (Part 3.8) Identify the BMPs that will be used to achieve final stabilization. Information to be included is seed mix selection and application methods, soil preparation and amendments, soil stabilization practices, and any temporary BMPs. Section – Post-Construction Storm Water Management (Part 3.9) Identify BMPs that will be used to control storm water discharges that will occur after the major construction activities are complete. Include a description of applicable local requirements. Phase I - ~2-3 weeks. This includes clearing the site and stockpiling topsoil. Rough grading of site. Phase II - ~22 months. This includes installation of all utilities, sidewalk, curb/gutter, asphalt, and constructing the buildings. Final stabilization will include a local seed mix of: slender wheatgrass, western wheatgrass, tufted hairgrass, creeping spike, nebraska sedge, baltic rush, bluejoint reedgrass. Temporary BMPs like straw wattles and gravel track pads will be removed once final stabilization has been achieved. Post construction storm water management practices include sheet flow into an on-site retention pond. Stormwater from the retention pond will infiltrate into the ground. The vegetation along the perimeter of the site and within the site will encourage infiltration of runoff on site. Section – Site Map (Part 3.10) Develop and attach the required SWPPP site maps and plans with the SWPPP. The site maps or plans must clearly indicate all the required information in Part 3. of the General Permit. This means SWPPP site maps must be of sufficient size, scale, and legibility. Section – Inspection and BMP Maintenance Procedures (Part 3.11) Select the inspection schedule for the construction project: Once every 7 calendar days Once every 14 calendar days, and a post-storm event inspection within 24 hours of the end of a rainfall event of 0.25 inches or greater, and/or within 24 hours of runoff from snowmelt Describe the inspection and maintenance procedures that will be used to maintain all erosion, sediment control, and other BMPs in good and effective operating condition. Identify how changes to the SWPPP will occur per Part 3.12 of the General Permit. If post construction BMPs will be used during major construction activities, include a maintenance plan that will transition the BMP from active construction to post construction. Section – Water Quality Controls for Discharges to Impaired Water bodies (Part ) The inspection procedures will follow the requirements of the General Permit. All required inspection locations will be visited and any required maintenance will be noted on the SWPPP. Any unintended discharge will be noted and conveyed to the contractor in order to make necessary maintenance repairs. The SWPPP and site map will be updated each visit to match existing conditions on site. Good communication is necessary between SWPPP Admin. and contractor in order to keep stormwater discharge clean and sediment/pollutant free per the intention of the SWPPP. N/A Section O - CERTIFICATION Permittee Information: This SWPPP must be completed, signed, and certified as follows: For a corporation, by a principal officer of at least the level of vice president; For a partnership or sole proprietorship, by a general partner or the proprietor, respectively; or For a municipality, state, federal, or other public facility, by either a principal executive officer or ranking elected official. Alternatively, this SWPPP may be signed by a duly authorized representative of the person above. A person is a duly authorized representative only if: The authorization is made in writing by a person described above; The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company (a duly authorized representative may thus be either a named individual or any individual occupying a named position); The written authorization is submitted to the department. All Permittees Must Complete the Following Certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information; including the possibility of fine and imprisonment for knowing violations. [75-5- 633, MCA] A. Name (Type or Print) B. Title (Type or Print) C. Phone No. D. Signature E. Date Signed The Department will not process this form until all of the requested information is supplied, and the appropriate fees are paid. Return this form and the applicable fee to: Department of Environmental Quality Water Protection Bureau PO Box 200901 Helena, MT 59620-0901 (406) 444-3080 Section – Miscellaneous Information Use this space to identify miscellaneous information that is to be included in the SWPPP. Rusty Snow Owner (406)-541-0999 1 Timber Ridge Apartments NOI-SWPPP Section E - Construction Activity and BMP Schedule and Phasing Phase I: Site Stripping, Clearing and Grubbing Potential Pollutants:  Sediment laden stormwater;  Equipment petroleums from re-fueling, lubrication, leaks;  Vehicle tracking soils onto public streets from the site due to tires catching disturbed soils on-site;  Human generated garbage;  Wind Blown Dust from scarified soils;  Human sanitary waste. Construction Occurring in Phase:  Strip weeds;  Clear and grub top 9-inches of entire area of work; Site Best Management Practices:  Install gravel construction entrance pad per City Standards;  Store equipment and stockpile material in designated area;  Perform street sweeping after vehicle tracked sediment occurs on public streets;  Cover stockpiled material;  Perform any equipment maintenance or re-fueling in a protected lined area;  Immediately repair any leaks on equipment;  Have a watering truck available for wind blowing dust;  Provide a trash receptacle with scheduled pickup;  Install sanitary facility for workers, stake down (not near top of slope);  Earthwork Contractor shall perform biweekly inspections;  Maintain spill kit on site; Phase II: Parking Lot Improvements and Vertical Construction Potential Pollutants:  Sediment laden stormwater;  Equipment petroleums from re-fueling, lubrication, leaks;  Vehicle tracking soils onto public streets from the site due to tires catching disturbed soils on-site;  Human generated garbage;  Human sanitary waste. 2 Construction Occurring in Phase:  Installation of underground utilities and related appurtenances;  Installation of sidewalk, curb/gutter, and asphalt road;  Installation of storm drain system and related appurtenances;  Construction of apartment buildings; Site Best Management Practices:  Install erosion control measures and BMP's in locations as noted on Phase II Site Plan;  Maintain gravel construction entrance pad;  Store equipment and stockpile material in designated area;  Store chemicals, petroleums, gasoline, fuel and other containered items in a locked trailer or shed.  Maintain sanitary facility for worker use;  Maintain trash receptacle for human generated trash;  Flush chlorinated water mains into an excavated hole and allow to infiltrate.  Sweep streets immediately to remove any sediment tracked from trucks exiting the site;  Utility Installer shall perform biweekly inspections;  Maintain spill kit on site; BMP SPECIFICATION SOURCE/REFERENCE SHEET Source: General Permit for Stormwater Discharges Associated with Construction Activity Permit Number MTR100000 Montana Department of Environmental Quality, effective January 1, 2018. Specific BMP's: Guide for filling out SWPPP application Source: Stormwater Discharges Associated with Construction Activity - Stormwater Pollution Prevention Plan Development Guidance Document Revised March 2014, Montana Department of Environmental Quality Specific BMP's: Guide for filling out SWPPP application Source: City of Bozeman Stormwater Department, Stormwater Erosion and Sediment Control Manual, May 2015 http://weblink.bozeman.net/WebLink8/0/doc/83010/Electronic.aspx Specific BMP's: Straw Wattles, Gravel Approach, Inlet Protection, and Concrete Washout. Source: United States Environmental Protection Agency, Water, Best Management Practices https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#edu Specific BMP's: Dust Control, Riprap, Seeding, Sodding, Soil Roughening, Construction Entrances, Fiber Rolls, Sediment Basins and Rock Check Dams, Straw or Haybales, Vegetated Buffers, Storm Drain Inlet Protection, Construction Site Operator BMP Inspection and Maintenance. Source: Colorado Urban Drainage and Flood Control District, Urban Storm Drainage Criteria Manual Volume 3, August 2013. http://www.udfcd.org/downloads/down_critmanual_volIII.htm Specific BMP's: Covering Outdoor Storage and Handling Areas, Good Housekeeping, Vehicle Maintenance, Fueling and Storage, Street Sweeping and Cleaning, Snow and Ice Management, Concrete Washout Area, Stockpile Management. ―│―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ 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A C E A V E E PEACH ST N P L U M A V E HI G H L A N D B L V D C H E R R Y D R KAGY RD P A N O RAMA DR E HAG G E R T Y L N N 7 T H A V E BR I D G E R C A N Y O N R D W KAGY AVE FRO N T A G E R D S W I L L S O N A V E BRIDGER CANYON DR HI G H L A N D B L V D S 1 9 T H A V E FRO N T A G E R D N 1 9 T H A V E E KAGY BLV D N R O U S E A V E HUFFINE LN W MA I N S T E MAIN ST Sypes C r A a j k e r C r L i m e s t o n e C r L y m a n C r B a x t e r C r Bo z e m a n C r A ajker C r Ma y n a r d B o r d e r D i t c h D e e r C r C h u r n C r E G allatin River A a j k e r C r A a j k e r C r Churn Cr S p r i n g C r B o z e m a n C r E Gallatin R iv e r H y a l i t e C r B a x t e r C r Bridger Cr Sypes Cr M i d d l e C r D i t c h W G a l l a t i n C a n a l B e c k B o r d e r D i t c h W Gallatin Can a l E ast Gallatin Riv e r East G a l l atin R i v e r Lyman CreekReservoir MontanaStateUniv SunsetHills Cem SunsetMemorialGardens HolyRosaryCem BrondelCatholicCem BOZEMAN Story Balmont King ArthurPark Catron PattersonMatthews Bisel SypesCanyon 61 07' 4 1 4 94 95 96 96 30" 4 1 50 59 60 62 63 000m 30" N 000 55 N 30" 560 5' 000m 4 111° 50 550 53 30"37' 66 50 91 92 92 5' 4 4 50 56 61 37'45° 45° 30" FEET 60 50 50 50 111°07'91 4 4 4 30" 98 99 111° 50 50 50 45° 55 42' 65 FEET 42' 54 50 62 64 50 4 000m 4 93 4 4 97 98 00' 64 000 FEET 510 56 58 50 63 65 4 99 E 50 50 50 000 50 40' 5350 59 000m 30" E 4 93 4 94 2' 2' 580 40' 58 000 FEET 45' 111° 50 50 50 50 30" 95 4 97 4 00' 50 50 50 54 45°45' MONTANA QUADRANGLE LOCATION BOZEMAN QUADRANGLEMONTANA-GALLATIN CO.7.5-MINUTE SERIES BOZEMAN, MT 2017 ROAD CLASSIFICATION Check with local Forest Service unitfor current travel conditions and restrictions. FS Primary Route FS High Clearance RouteFS PassengerRouteª«­▬ Interstate Route State RouteUS RouteWX./H Expressway Local Connector Ramp 4WD Secondary Hwy Local Road U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 1 Belgrade 8 Mount Ellis 2 Miser Creek3 Saddle Peak4 Bozeman Hot Springs5 Kelly Creek6 Gallatin Gateway7 Wheeler Mountain ADJOINING QUADRANGLES 1 2 3 4 5 6 7 8 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19 CONTOUR INTERVAL 20 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 12T Produced by the United States Geological Survey 10 000-foot ticks: Montana Coordinate System of 1983 This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. Imagery...........................................NAIP, November 2015Roads................................ U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2015Contours............................National Elevation Dataset, 2001Boundaries............Multiple sources; see metadata file 1972 - 2016Public Land Survey System..................................BLM, 2016Wetlands.........FWS National Wetlands Inventory 1977 - 2014 U.S. National Grid 100,000-m Square ID Grid Zone Designation VR 12T ^ Ù MN GN UTM GRID AND 2017 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET 0° 3´1 MILS 11° 59´213 MILS *7 6 4 3 0 1 6 3 7 5 8 9 1 * NS N . 7 6 4 3 0 1 6 3 7 5 8 9 1 NG A R E F N O . U S G S X 2 4 K 6 9 4 3 3