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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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D E E R C R E E K D R
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ROCKY CREEK RD
GO
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PATTERSON RD
N
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S
1
9
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ALDER CREEK DR
S
1
4
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1
2
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W GRANT ST
W DICKERSON ST
S
3
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5
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3
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2 2 N D
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7
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W ARTHUR ST
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R O U S E
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T E R R E N C E L O O P
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2 5 T H
A V E
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CAMPBELL RD
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T
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A
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W
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1 7 T H
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S
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8
T
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1
1
T
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Q U I N N D A V I D L N
S Y P E S C A N Y O N R D
W ALDERSON ST
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STA
DR
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T
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N
W
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A
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BIG GULCH DR
BEAR PA
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T
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BOULDER BLVD
BO
R
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HI
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D
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T
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1
1
T
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A
V
E
MCILHATTAN RD
CAMBRIDGE DR
W BABCOCK ST
OLD FARM RD
W ARNOLD ST
GOLDENSTEIN LN
N
G
R
A
N
D
A
V
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N
B L A C K
A V E
N W
A
L
L
A
C
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A
V
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N P
L
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M
A
V
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HI
G
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A
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D
B
L
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D
C H E R R Y D R
KAGY RD
P A N O RAMA DR E
HAG
G
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R
T
Y
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N
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T
H
A
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BR I D G E R C A N Y O N R D
W KAGY AVE
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N
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A
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W
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HI
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A
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B
L
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S
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N
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R
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N
1 9 T H
A V E
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A
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T
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Lyman CreekReservoir
MontanaStateUniv
SunsetHills Cem
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BOZEMAN
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61
07'
4
1 4 94
95
96
96 30"
4
1
50
59
60
62
63
000m
30"
N
000
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111°
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30"37'
66
50
91 92
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FEET
60
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111°07'91 4 4 4
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98
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50
50
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42'
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54
50
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56
58
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50
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50
40'
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2'
580
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45'
111°
50
50
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95 4
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50
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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