|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
|
|
|
 |
|
|
|
|
|
|
GOLOVIN
AIRPORT IMPROVEMENTS |
|
|
|
|
|
|
|
|
|
|
|
|
Golovin
Airport Improvements ADOT&PF Project No. 62599 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Printable
version of Golovin Airport Improvement scoping letter |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The Alaska Department
of Transportation and Public Facilities (ADOT&PF), in cooperation with
the Federal Aviation Administration (FAA) is proposing runway and apron improvements
at Golovin Airport. The project consists of resurfacing and widening the runway
and taxiway, resurfacing the apron, and rehabilitating the lighting system,
as well as completing other minor improvements as funding allows. Construction
is planned for Summer 2006.
Golovin is located at
the mouth of Golovnin Lagoon, where it meets Golovnin Bay, which is approximately
70 air miles east of Nome and approximately 470 miles northwest of Anchorage.
The village lies on the southern edge of the Seward Peninsula, north of Norton
Sound. The community is located at approximately 64.54° North Latitude
and 163.03° West Longitude (Sections 10, 11 and 15, T011S, R022W, Kateel
River Meridian.) (USGS Quadrangle Solomon C-3) (Refer
to Figure 1). |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Existing Condition
Golovin is accessible by barge and boat during non-winter months. There are
no roads linking the community to other population centers, however, ice roads
or winter trails are used by snowmobiles for part of the year. Air transport
is the only viable method of moving goods and people to and from the community
year-round. Golovin is serviced by a number of air taxi operations that transport
freight and passengers from other airports in the region, primarily Nome.
The existing facility
includes a single gravel runway (Runway 2-20), 4,000' x 75' wide, with a 4,600'
x 150' runway safety area. The airport also includes a 452' x 35' taxiway
connecting to a 200' x 400' aircraft apron. A non-aircraft parking and loading
area is situated adjacent to the apron, which houses the snow removal equipment
building. |
|
|
|
|
|
|
|
Purpose
and Need
Deficiencies of the Golovin Airport include the following: |
|
|
|
|
|
|
|
 |
The
runway and runway safety area width does not meet FAA standards. |
 |
The
runway wind coverage is 91.8%, which does not meet the FAA standard of
95%. |
 |
The
runway gravel surface is in need of repair. |
 |
A
larger aircraft parking apron is needed to accommodate the current fleet
that uses this airport. |
 |
The
taxiway is not sufficient for the planes using the apron and will need
to be expanded from 35 feet to 50 feet. |
 |
The
lighting system has surpassed its useful life, and needs to be replaced. |
 |
Dust
suppression is needed to reduce the amount of dust that results from aircraft
operations. |
 |
The snow removal equipment building's dirt floor will need to be replaced
with a concrete floor. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Proposed
Action
The proposed improvements consist of the following (refer
to Figure 2): |
 |
Widen
Runway 2-20 from 75 to 100 feet, on its existing embankment. |
 |
Widen
the taxiway safety area from 94 feet to 120 feet. |
 |
Resurface
the runway, taxiway, and apron with gravel coarse. |
 |
Replace
the existing airport lighting system, with new Medium Intensity Runway
Lighting. |
 |
Apply
dust palliative to runway and apron. |
 |
Replace
the snow removal equipment building's dirt floor with a concrete floor.
|
|
Embankment material
would probably be obtained from the material site adjacent to the runway
(refer to Figure 2). Additional gravel fill for surfacing the runway,
taxiway, and apron would need to be barged in. One likely source for
this material is the Cape Nome material site. However, coarse material
will ultimately be supplied by the Contractor, and any material source
chosen by the Contractor, if different from the site(s) permitted, will
be permitted accordingly prior to excavation. Imported material would
be offloaded at the existing barge site in town, and hauled overland
by road to the airport. The existing roads would not need to be upgraded
for this project.
DOWL Engineers,
under contract to ADOT&PF, is performing a wetland delineation and
a Phase I Environmental Site Assessment of the airport area. These studies
were initiated in Summer 2005.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Preliminary Research
Results
For preliminary research results of environmental resources in the project
area, see Appendix A.
In addition to identifying
any concerns and/or issues your agency might have with the proposed project,
the links below identify agency specific information that is requested. Please
click on the organization that you represent. This will take you to a list
of questions specific to your purview and a link that allows you to provide
comments directly to our environmental consultant, via e-mail. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
To
ensure that all factors are considered in the environmental document, your comments
are requested by September 19, 2005. If you have any questions regarding the
project feel free to call our Environmental Consultant, Kristen Hansen, at DOWL
Engineers, at 562-2000, or by e-mail at khansen@dowl.com
or Comment letters can be sent to Ms. Hansen at 4040 B Street, Anchorage, AK,
99503. |
|
|
|
|
|
|
|
 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
|
|
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |