Grove Field Airport Environmental Assessment

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1 Grove Field Airport Environmental Assessment Advisory Committee Meeting #2 December 9, 2008 Port of Camas-Washougal Conference Room 6:00 7:30 PM

2 Agenda: Welcome and Overview Dave Ripp, Director, Port of Camas/Washougal October 7 th EAAC Meeting Overview Rainse Anderson, Project Manager, WHPacific Project Alternatives: Affected Environment Rainse Anderson, Project Manager, WHPacific and Laura Jackson, Environmental Specialist, Corvid Consulting Open Discussion All

3 October 7 th EAAC Meeting Overview Project Overview and History EAAC Roles and Responsibilities Environmental Assessment Process Results of Field Investigations Open Discussion

4 Runway/Taxiway Separation* Runway Length* Runway Width* Delp Road Relocation *Alternatives from Airport Layout Plan Narrative

5 Runway/Taxiway Separation Alternative 1: No Action Alternative This would perpetuate the current runway/taxiway centerline separation deficiency. Alternative 2: Build Alternative 1 Shift the taxiway to the north to gain 150-foot runway centerline to taxiway centerline separation distance. This alternative would require purchase of private property and relocation of private homes and hangars. Alternative 3: Build Alternative 2 Maintain the current taxiway configuration and shift the runway to the south to achieve 150-foot runway centerline to taxiway centerline separation distance. No property acquisition would be required.

6 Runway Length Alternative 1: No Action Alternative This alternative would not correct the Airport safety concerns. Alternative 2: Build Alternative 1 Maintain current runway length of 2,620 feet. Install edge lighting on portions of runway that are displaced so that full runway length is available for night time operations.

7 Runway Length, Cont. Alternative 3: Build Alternative 2 Extend runway in its present location 450 feet to the west to achieve a runway length of 3,070 feet. This length will accommodate 95% of small aircraft with less than 10 passenger seats. This alternative would require relocation of Delp Road and the acquisition of adjacent off-airport property. Assumes no action on runway/taxiway separation. Alternative 4: Build Alternative 3 Shift runway 75 feet to the south to achieve recommended runway centerline to taxiway centerline separation distance of 150 feet and extend runway 450 feet to the west to achieve a runway length of 3,070 feet. This alternative would also require relocation of Delp Road and the acquisition of adjacent off-airport property.

8 Existing Conditions

9 Runway Width Alternative 1: No Action Alternative The no action alternative would not widen the runway, and would not correct the design deficiency. Alternative 2: Build Alternative 1 Maintain current width of 40 feet until runway pavement has reached the end of its useful life. When a pavement overlay is necessary, widen runway to 60 feet. Assumes no runway shift or extension. Alternative 3: Build Alternative 2 Widen runway to 60 feet at same time as runway extension. Alternative 4: Build Alternative 3 Widen runway to 60 feet at same time as runway shift and extension.

10 Delp Road Relocation Design Standards Clark County Design Criteria For Rural Access Roads Design Criteria Local Access Minimum R/W (ft) 50 Lane Width (ft) Two 10 lanes Paved Shoulders 2 (2 ) Roadway Width (include shoulders) (ft) 24 Design Speed (MPH) 30 Maximum Grade (%) 15 Maximum Centerline Radius (ft) 150 Maximum Length (ft) N/A Intersection Minimum Spacing (ft) 150 Design Volume (ADT) 2000 Typical # Houses 200 Sidewalks (both sides) Curb and Gutter Required N/A Minimum Intersection Radii (ft) 25

11 Delp Road Relocation Typical Cross Section

12 Delp Road Relocation Alternative 1: No Action (assumes no action on runway length) The runway length deficiency and OFA penetrations would persist with this alternative

13 Delp Road Relocation Alternative 2: Relocate Delp Road to the Northwest (Build Alternative 1) Delp Road would diverge from its current alignment south of Port property. It would converge back with the existing Delp Road at a 45 degree angle and would cross the stream in a new location.

14 Delp Road Relocation Alternative 2: Relocate Delp Road to the Northwest (Build Alternative 1)

15 Delp Road Relocation Alternative 3: ALP Alignment (Build Alternative 2) This alignment would diverge from current alignment south of Port property and extend north to intersect 252 nd Street.

16 Delp Road Relocation Alternative 3: ALP Alignment (Build Alternative 2)

17 Delp Road Relocation, Cont. Alternative 4: Relocate Delp Road on Port-owned property (Build Alternative 3) This alternative would relocate Delp Road onto port property; no impact to the stream crossing.

18 Delp Road Relocation Alternative 4: Relocate Delp Road on Port-owned property (Build Alternative 3)

19 Delp Road Relocation, Cont. Alternative 5: Relocate Delp Road to the North (Build Alternative 4) Delp Road would diverge from its current alignment on Port property. It would intersect 252 nd Street. The only variance between Alternative 5 and Alternative 3 is the southerly alignment.

20 Delp Road Relocation Alternative 5: Relocate Delp Road to the North (Build Alternative 4)

21 Delp Road Relocation, Cont. Alternative 6: Tunnel under runway and taxiway (Build Alternative 5) Alternative 5 would consist of constructing a tunnel under the extended runway and taxiway system. No realignment of Delp Road would occur.

22 Delp Road Relocation Alternative 6: Tunnel under runway and taxiway (Build Alternative 5)

23 Delp Road Relocation Vehicular Underpass

24 Delp Road Relocation, Cont. Alternative 7: Dead end Delp Road on both sides of runway (Build Alternative 6) This alternative would close Delp Road north and south of the airport.

25 Delp Road Relocation Alternative 7: Dead end Delp Road on both sides of runway (Build Alternative 6)

26 Alt 1: No Action Property Acquisition 0 Wetland Impact/New Stream Crossing Delp Road Relocation Comparison Table Alt. 2: Build Alt. 1 - (may take homes) Alt. 3: Build Alt. 2 - (no homes taken) Alt. 4: Build Alt. 3 Alt. 5: Build Alt. 4 Alt. 6: Build Alt. 5 Tunnel Alt. 7: Build Alt. 6 Terminate Meets FAA Standards Allows for expansion of airport Allows expansion of road Traffic Operations Cost None Unknown Unknown Unknown Unknown Very High Low Notes: + = Positive Feature - = Negative Feature 0 = No change from present condition

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