sh9 public hearing display boards 072914

21
July 29, 2014 U.S. Department of Transportation Federal Highway Administration WELCOME to the SH 9 Iron Springs Alignment Environmental Assessment Public Hearing Today’s Schedule Doors Openat 4:30pm Brief Presentation at 5:30 pm Comment period until 6:30 pm

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Page 1: SH9 Public Hearing Display Boards 072914

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

WELCOMEto the

SH 9 Iron Springs AlignmentEnvironmental Assessment

Public Hearing

Today’s ScheduleDoors Openat 4:30pm

Brief Presentation at 5:30 pmComment period until 6:30 pm

Page 2: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

State Highway 9 Corridor Context

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 3: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Proposed Action - Iron Springs Alignment

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 4: SH9 Public Hearing Display Boards 072914

Proposed Action Typical Sections

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Typical Section ATypical Section A

COLORADOFHU1984

COLORADOFHU1984

COLORADOFHU1984

4'Shldr.

12'Lane

10'

CL

4'Shldr.

12'Lane

12'Lane

12'Lane

82'

66'18'Clear Zone

4-Lane Raised Median

18'Clear Zone

8'Shldr.

6'6' 2' 6' 6'2'8'Shldr.

6:1 Slope 3:1 Slope 3:1 Slope6:1 Slope3:1 Slope 3:1 Slope

RaisedMedian

COLORADOFHU1984

Typical Section BTypical Section B

COLORADOFHU1984

COLORADOFHU1984 COLORADO

FHU1984

COLORADOFHU1984

4-Lane Raised Median with Curb & Gutter (Urban Sections)

CL

2.5'Curb & Gutter

12'Lane

3:1 Slope

18' 12'Lane

2.5'Curb & Gutter

12'Lane

12'Lane

82'

66'

8'Shldr.

8'Shldr.

3:1 Slope

RaisedMedian

Typical Section CTypical Section C

COLORADOFHU1984COLORADO

FHU1984

COLORADOFHU1984

4'Shldr.

4'Shldr.

4-Lane with Barrier Median

12'Lane

2'

CL

12'Lane

12'Lane

12'Lane

74'

58'

8'Shldr.

8'Shldr.

CantileverRetaining Wallup to 20 ft. HighCantilever

Retaining Wallup to 25 ft. High Native Seed (typ)

Bikeway Typical SectionBikeway Typical Section

12' Paved Width

2'2' 12' PavedPathway

Page 5: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Proposed Action - Recreation Facility Changes

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 6: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Proposed Action - Recreation Site DetailBlue River Bikeway Frisco Peninsula Recreation Area

USFS Peninsula Recreation AreaDillon Reservoir Recreation Area:Blue River Inlet

Page 7: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Benefits of the Proposed Action

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Easier to construct, less traffic disruption

Improve safety by eliminatingdangerous curve

Reduced wetland impacts

Bikeway at gentler grade withreservoir overlook

Water quality protection

Improved recreation experienceat shoreline

Reduced barrier to wildlife

Shorter highway wouldreduce maintenance

Less extensive retaining walls needed

Page 8: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

No Action Alternative - Widen Existing SH 9

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 9: SH9 Public Hearing Display Boards 072914

No Action Alternative Typical Sections

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Typical Section BTypical Section B

COLORADOFHU1984 COLORADO

FHU1984

COLORADOFHU1984

4-Lane Raised Median with Curb & Gutter (Urban Sections)

CL

2.5'Curb & Gutter

12'Lane

3:1 Slope

18' 12'Lane

2.5'Curb & Gutter

12'Lane

12'Lane

82'

66'

8'Shldr.

8'Shldr.

3:1 Slope

RaisedMedian

Typical Section ATypical Section A

COLORADOFHU1984

COLORADOFHU1984

COLORADOFHU1984

4-Lane Raised Median

12'Lane

6:1 Slope3:1 Slope

6:1 Slope

3:1 Slope

10'

CL

4'Shldr.

4'Shldr.

12'Lane

12'Lane

12'Lane

66'

82'

8'Shldr.

18'Clear Zone

8'Shldr.

18'Clear Zone

Native Seed (typ)

RaisedMedian

Reflects SH 9 corridor-wide change to raised median, rather than d-epressed median shown in Final EI(CDOT, FHWA, 2004)

Typical Section C1Typical Section C1

COLORADOFHU1984

COLORADOFHU1984

COLORADOFHU1984

4-Lane with Barrier Median and Retaining Walls

12'Lane

4'Shldr.

4'Shldr.

2'

CL

12'Lane

12'Lane

12'Lane

58'

78'

10'Shldr.

1:8 Maximum Slope Soil Nail Wall(where required) up to 50 ft. High

10'Shldr.

Retaining Wall(where required)up to 10 ft. High

Typical Section C2Typical Section C2

COLORADOFHU1984

COLORADOFHU1984

4-Lane with Barrier Median

4'Shldr.

4'Shldr.

6:1 Slope

3:1 Slope6:1 Slope

3:1 Slope

12'Lane

2'

CL

12'Lane

12'Lane

12'Lane

58'

78'

10'Shldr.

18'Clear Zone

10'Shldr.

18'Clear Zone

Typical Section BTypical Section B

COLORADOFHU1984

COLORADOFHU1984 COLORADO

FHU1984

COLORADOFHU1984

4-Lane Raised Median with Curb & Gutter (Urban Sections)

CL

3:13:13:1 3: SlopSlopSlSeeeee 333 13:13:1 SlSlopSlopSlopoppeeee

2.5'Curb & Gutter

12'Lane

3:1 Slope

18' 12'Lane

2.5'Curb & Gutter

12'Lane

12'Lane

82'

66'

8'Shldr.

8'Shldr.

3:1 Slope

RaisedMedian

Typical Section ATypical Section A

COLORADOFHU1984

COLORADOFHU1984

COLORADOFHU1984

COLORADOFHU1984

4-Lane Raised Median

12'Lane

6:1 Slope3:1 Slope

6:1 Slope

3:1 Slope

10'

CL

4'Shldr.

4'Shldr.

12'Lane

12'Lane

12'Lane

66'

82'

8'Shldr.

18'Clear Zone

8'Shldr.

18'Clear Zone

Native Seed (typ)

RaisedMedian

Reflects SH 9 corridor-wide change to raised median, rather than d-epressed median shown in Final EI(CDOT, FHWA, 2004)

Typical Section C1Typical Section C1

COLORADOFHU1984COLORADO

FHU1984

COLORADOFHU1984

COLORADOFHU1984

4-Lane with Barrier Median and Retaining Walls

Nail Wall0 ft. Highg

12'Lane

4'Shldr.

4'Shldr.

2'

CL

12'Lane

12'Lane

12'Lane

58'

78'

10'Shldr.

1:8 Maximum Slope Soil Nail Wall(where required) up to 50 ft. High

10'Shldr.

Retaining Wall(where required)up to 10 ft. High

Typical Section C2Typical Section C2

COLORADOFHU1984COLORADO

FHU1984

COLORADOFHU1984

4-Lane with Barrier Median

4'Shldr.

4'Shldr.

16:16:16:1 6: Sl pSlopSlopS ppee

3:13:13:13 SlopSlopSeee

6 16:16:1 SSlopSlopSlopopeeee3:13:11 SloSlopSloploppeee

6:1 Slope

3:1 Slope6:1 Slope

3:1 Slope

12'Lane

2'

CL

12'Lane

12'Lane

12'Lane

58'

78'

10'Shldr.

18'Clear Zone

10'Shldr.

18'Clear Zone

Page 10: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

No Action - Recreation Facility Changes

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 11: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Purpose & Need Comparison

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

What is the Purpose of the Project?Improve transportation along SH 9 by decreasing travel time and improving safety, while minimizing impacts to the surrounding environment and communities.

Why is the Project Needed?Roadway Capacity/Mobility: Currently operating at capacity in peak travel hours; traffic volumes are expected to grow by 2 percent per year, exceeding the existing road capacity

Safety: Accident rate exceeds the statewide average. Increased congestion, multiple accesses, and inconsistent lane and shoulder widths contribute to this high accident rate

Transit: transit service would be impeded as congestion increases and as traffic volume increases

Would provide a safe roadway for vehicles.

The tight Leslie’s Curve would remain with a center barrier provided to prevent vehicles from crossing the center line. The tight curve may continue to produce accidents, particularly in icy conditions.

Dickey Day Use Parking Lot would remain at its existing location and access from SH 9 would remain unsignalized and at its current location.

Would provide sufficient roadway capacity to meet projected traffic needs and improve traffic flow.

The tight Leslie’s Curve would remain, resulting in slightly slower speeds than on other sections of SH 9 between Frisco and Breckenridge.

Would provide sufficient roadway capacity to meet projected traffic needs and improve traffic flow.

Would remove the tight Leslie’s Curve and shorten the roadway by approximately 0.4 mile, which would result in slightly shorter travel time (approximately 30 seconds time savings between Frisco and Breckenridge) relative to the No Action Alternative.

Would provide a safer roadway for vehicles.

With the removal of the tight Leslie’s Curve, accidents may be reduced relative to the No Action Alternative, particularly in icy conditions.

Dickey Day Use Parking Lot would be closed and a new parking lot would be established, with access from SH 9 via the signalized intersection at Recreation Way, which would be safer.

Would provide sufficient roadway capacity and a safe roadway for transit vehicles, as for other vehicles.

The tight Leslie’s Curve would remain with a center barrier provided to prevent vehicles from crossing the center line. The tight curve may continue to produce accidents, particularly in icy conditions, which would affect transit vehicles, as well as other vehicles.

Would provide sufficient roadway capacity and a safer roadway for transit vehicles, as for other vehicles.

Would provide the travel time and potential safety benefits to transit vehicles, as other vehicles.

Roadway Capacity/Mobility

Safety

Transit

No Action Alternative(widen to four-lane reduced section highway on existing alignment)

ProjectNeeds

Proposed Action(construct four-lane reduced section highway on new alignment)

Page 12: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Bird's Eye View Simulations from South

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

No Action Alternative Simulation

Proposed Action Simulation

Page 13: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Leslie's Curve Concept Simulations

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Existing Conditions

No Action Alternative Simulation

Proposed Action Simulation

Page 14: SH9 Public Hearing Display Boards 072914

No Action Alternative Simulation

Concept Simulations - North End(looking northwest)

Existing Conditions

Proposed Action Simulation

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Page 15: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Concept Simulations - South End(looking southwest)

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Existing Conditions

No Action Alternative Simulation

Proposed Action Simulation

Page 16: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Environmental Mitigation Commitments

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Evaluated in EA:

Environmental Resources

Air Quality

Geotechnical

Water Resources and Water Quality

Floodplains

Wetlands

Vegetation and Noxious Weeds

Terrestrial Wildlife and Aquatic Resources

Threatened and Endangered Species

Colorado Special Status Species

U.S. Forest Service Sensitive Species

Historic Properties

Paleontological Resources

Land Use

Social Resources and Environmental Justice

Right-of-way

Utilities

Parks and Recreation Resources

Traffic Noise

Visual Resources

Energy Analysis

Hazardous Materials

Cumulative Impacts

Section 4(f) Resources

MitigationCommitments

83 specific mitgation

commitments identified in EA, to be confirmed in NEPA decision

document

Final Design

Mitigation commitments will be incorporated in

Final Design

Construction

Mitigation commitments will

be tracked and verified through

construction

Page 17: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Right-of-Way

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Proposed Action

No Action Alternative

Temporary Easement (TE) TE Area Approx. SF Acre Grantor of Easement Grantee of Easement Descrip on of Use TE-1 37,853 0.87 Town of Frisco CDOT To construct Proposed Parking Lot

TE-2 98,881 2.27 Town of Frisco CDOT To construct Proposed Dickey Trail Connec on

TE-3 46,173 1.06 Na onal Forest/USFS CDOT For reclama on of area TE-4 33,976 0.78 Summit County/CDLT CDOT To reclaim area along exis ng bikeway

TE-5 14,810 0.34 Summit County/CDLT CDOT To construct bikeway connec on to SH 9 underpass

TE-6 43,092 0.99 Denver Water Board CDOT To construct bikeway connec on to Water Board property

Total Temporary Easement 6.31 acres

Permanent Easement (PE) PE Area Approx. SF Acre Grantor of Easement Grantee of Easement Descrip on of Use *HED-1 959,191 22.02 Na onal Forest/USFS CDOT To widen/realign SH 9 roadwayPE-1 56,192 1.29 Town of Frisco CDOT and Summit

County CDOT easement for a por on of area (to be determined in final design) will be needed to construct relocated bikeway and maintain CDOT fiber op c and water quality facili es.

PE-2 396,831 9.11 Na onal Forest/USFS CDOT and Summit County

CDOT easement for a por on of area (to be determined in final design) will be needed to construct relocated bikeway and maintain CDOT fiber op c and water quality facili es.

PE-3 124,146 2.85 Town of Frisco CDOT Slope/maintenance easement to accommodate expanded SH 9 roadway.

Total Permanent Easement 35.27 acres *Modifica on of exis ng HED limits

Right-of-Way (ROW) ROW Area

Approx. SF Acre Property Ownership To be Acquired by Descrip on of Use

ROW-1 322,779 7.41 Summit County/CDLT CDOT To widen/realign SH 9 roadwayROW-2 30,492 0.70 Summit County/CDLT CDOT For water quality pond ROW-3 93,218 2.14 Private 16354 SH 9 CDOT To be determined during final designROW-4 549,727 12.62 CDOT Summit County/CDLT CDOT Land Swap Agreement (ROW to

Summit County/CDLT). CDOT easement for a por on of area (to be determined in final design) will be needed to construct relocated bikeway and maintain CDOT fiber op c and water quality facili es.

Total Right-of-Way 22.87 acres – Total includes 10.25 acres to be acquired by CDOT and 12.62 acres to be transferred by CDOT to Summit County (CDLT).

Note: The findings above are For Informa on Only and areas are approximate; these shall be finalized a er the EA, during ROW process, see text. Na onal Forest lands are managed by the USFS. SF=Square Feet. USFS=U.S. Forest Service. CDLT=Con nental Divide Land Trust. HED=Highway Easement Deed.

Temporary Easement (TE) TE Area Approx. SF Acre Property Ownership/

Grantor of Easement Grantee of Easement Descrip on Use

Not ApplicableTotal Temporary Easement None

Permanent Easement (PE) PE Area Approx. SF Acre Property Ownership/

Grantor of Easement Grantee of Easement Descrip on Use

PE-1 362,311 8.32 Na onal Forest/USFS Summit County To construct and maintain bikeway reloca on

PE-2 151,589 3.48 Town of Frisco CDOT Slope/maintenance easement to

accommodate expanded SH 9 roadway

*HED-1 29,791 0.68 Na onal Forest/USFS CDOT To widen SH 9 roadway*HED-2 53,827 1.24 Na onal Forest/USFS CDOT To widen SH 9 roadway*HED-3 21,006 0.48 Na onal Forest/USFS CDOT To widen SH 9 roadwayTotal Permanent Easement 14.20 acres *Modifica on of exis ng HED limits

Right-of-Way (ROW) ROW Area

Approx. SF Acre Property Ownership To be Acquired by Descrip on Use

ROW-1 511 0.01 Summit County/CDLT CDOT To accommodate expanded roadway sec on SH 9

ROW-2 28,205 0.65 Summit County/CDLT CDOT To accommodate widen SH 9roadway and Iron Springs Road Access

ROW-3 40,721 0.93 Denver Water Board CDOT To accommodate expanded roadway sec on SH 9

ROW-4 7,039 0.16 Summit County/CDLT CDOT For water quality pond

ROW-5 93,411 2.14 Private 16354 SH 9 CDOT To be determined during Final Design

Total Right-of-Way 3.89 acres

Note: The findings above are For Informa on Only and areas are approximate; these shall be finalized a er the EA, during ROW process, see text. Na onal Forest lands are managed by the USFS. SF=Square Feet. USFS=U.S. Forest Service. HED=Highway Easement Deed. CDLT=Con nental Divide Land Trust.

Page 18: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Wetlands

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Proposed Action No Action Alternative

Page 19: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Agency Coordination and Permitting

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Agency Coordination to DateColorado Parks and WildlifeContinental Divide Land TrustDenver WaterHistory Colorado/State Historic Preservation OfficerNorthern Arapaho TribeSummit CountyTown of FriscoU.S. Army Corp of EngineersU.S. Environmental Protection AgencyU.S. Fish and Wildlife ServiceU.S. Forest Service - A cooperating agency for this EA

Additional Clearances and Permits RequiredConstruction Access PermitsEasementsSection 404 Permit - Clean Water Act

Permits from Local Jurisdictions -access, survey, utility and construction

Senate Bill 40 Certification - wildlife certification for streams

Section 401 Water Quality Certification Section 402 Permit - water quality Stormwater Construction Permit Survey PermitTraffic

Page 20: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

How to Comment on the EA

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Verbal Comments this Evening

Sign up to speak after the presentation

Provide comments to the court reporter

Stephanie GibsonFederal Highway Administration - Colorado Division 12300 W. Dakota Avenue, Suite 180 Lakewood, CO 80228720-963-3013Fax [email protected]

Written Comments through August 8, 2014

Submit comment form in the comment box this evening

Via the project website www.coloradodot.info/projects/hwy9f2b

Mail, e-mail or fax comments to:

Comments will be accepted through August 8, 2014

Grant Anderson, P.E.Colorado Department of TransportationPO Box 2236Frisco, CO 80443303-512-5601Fax [email protected]

Page 21: SH9 Public Hearing Display Boards 072914

State Highway 9 Iron Springs AlignmentEnvironmental Assessment

Project Status and Next Steps

July 29, 2014

U.S. Department of Transportation

Federal HighwayAdministration

Public comments through August 8, 2014

CDOT and FHWA will consider all comments and respond

CDOT and FHWA decisions to be made: - Section 4(f) de minimis finding pending for rec sites - Proposed Action or No Action Alternative - NEPA decision document

Following decision proceed with final design

Continue agency and stakeholder involvement

Right-of-Way process to be initiated in 2015

RAMP Program funding availablefor construction

Construction could occur in 2016 and 2017

Public Comments and NEPA Decision

Final Design and Construction