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EXECUTIVE SUMMARY
S.1 INTRODUCTION
The Federal Highway Administration,
Central Federal Lands Highway Division (FHWA), in cooperation with the State
of Hawai'i Department of Transportation (HDOT) is proposing to improve Saddle
Road, State Route 200 (SR 200). The U.S. Department of the Army (DOA), Military
Traffic Management Command (MTMC), serves with the FHWA as co-administrator
of the Defense Access Road (DAR) Program. FHWA is the lead agency for environmental
compliance. This Environmental Impact Statement (EIS) has been prepared to evaluate
the proposed action in accordance with the National Environmental Policy Act
of 1969 as amended (NEPA) and Chapter 343 of Hawai'i Revised Statutes (HRS)
related to Environmental Impact Statements.
The proposal would upgrade
and modernize Saddle Road as a two-lane highway that would meet AASHTO design
standards for rural arterials and provide adequate capacity to handle anticipated
traffic volumes through 2014 and beyond. The portion of Saddle Road to be improved
by this project is approximately 78 kilometers (km) in length and extends from
the Mamalahoa Highway (SR 190) to Milepost (MP) 6, near Hilo, Hawai'i (Figure
2.2.1, Overview of Segments Under Consideration). The Saddle Road project
is included in the Island of Hawai'i Long Range Land Transportation Plan as
a Tier 1 Project and will be placed in the federally-required State Transportation
Improvement Program (STIP).
The MTMC has determined
that the design and construction of the Saddle Road improvements within the
approximate limits of the Pohakuloa Training Area (PTA) would be eligible for
DAR funds. Funds for constructing the DAR section of highway must be authorized
and appropriated by Congress. HDOT will improve the remaining portion of the
road, as funds become available.
Existing Saddle Road is
approximately 85 km in length extending west from Hilo to its junction with
the Mamalahoa Highway (SR 190), approximately 10 km south of Waimea, on the
Island of Hawai'i. It was constructed in 1942 by DOA. Saddle Road is a narrow,
winding, two-lane road with steep grades, sharp curves, poor pavement, and substandard
drainage. It does not meet contemporary design standards.
Saddle Road is the only
paved road serving the astronomical observatory complex on Mauna Kea, Waiki'i
Ranch, upper Kaumana, Mauna Kea State Recreation Area, Kilohana Girl Scout Camp,
and major hunting areas. Saddle Road is also an important cross-island link
for business travel, the transport of goods and services, tourism, recreation,
shopping, and commuting.
Saddle Road is the only
paved arterial serving the PTA. PTA provides unique training opportunities to
the 25th Infantry Division (Light) and units of other services supported by
U.S. Army, Hawai'i. These unique opportunities include live-fire maneuver training
by larger size infantry units than can be accommodated on Oahu, the ability
to fire certain weapons systems at their maximum range, and the ability to train
and certify aviation units. PTA plays an important role in complementing other
Army live-fire training ranges on the Island of Oahu.
Transportation of ammunition,
water, training equipment, and troops from harbors on both sides of the island
creates long, slow-moving convoys on Saddle Road. Saddle Road is also used by
PTA personnel to commute to work.
S.2 PURPOSE AND NEED
The purpose of this project
is to provide a safe and efficient route for access along Saddle Road and for
cross-island traffic between East and West Hawai'i. The proposed improvements
to Saddle Road would address five general types of needs: roadway deficiencies,
conflicts with and hazards of military operations, capacity, safety, and social
demand and economic development.
S.2.1 Roadway Deficiencies
Although Saddle Road is
presently two-directional, in practicality, deterioration of the pavement has
reduced much of the road to one asphalt travel lane, roughly 4 meters (m) in
width, with shoulders less than 1 m in width. Shoulder pavement is more patchy
than continuous and shoulder areas do not have adequate "clear zone"
or recovery areas. The narrow width and poor pavement conditions encourage motorists
to drive in the center of the road, increasing the potential for accidents,
including head-on collisions. One stretch of Saddle Road contains six one-lane
bridges.
Saddle Road is characterized
by steep grades and sharp curves with horizontal and vertical alignment deficiencies,
which in many places prevent motorists from being able to see ahead a safe distance
to pass or stop. Under these conditions, passing slow-moving vehicles is very
hazardous. In addition, pavement markings and roadway signage over much of the
road are currently inadequate. Drainage structures are undersized and Saddle
Road is often closed during major storm events because of flooding and hazardous
road conditions.
S.2.2 Conflicts/Hazards
with Military Operations
Saddle Road crosses through
the northern portion of the PTA. Extensive training along and across the road
has created conflicts between the traveling public and military training exercises,
and has reduced the quality of many training maneuvers. Some military operations
require artillery to fire over Saddle Road. Training operations by infantry
require troops to break from "tactical" formations to "administrative"
formations to move across the road. With little warning, motorists may encounter
soldiers or military equipment crossing the road.
S.2.3 Capacity
The 1994 average daily traffic
(ADT) on Saddle Road was 900 vehicles. Without the project, Saddle Road ADT
is projected to be 4,400 by 2014. This level of need far exceeds the road's
existing traffic capacity. With the proposed improvements, Saddle Road ADT is
expected to increase to 14,000 by 2014, nearly a four-fold increase over that
of the No Action Alternative. The projected increase is because of a variety
of demands: increased usage associated with commuter traffic; residential development
at both ends of the road; tourism and recreation; agriculture; military operations;
the Mauna Kea telescope complex; and increasing congestion along alternative
cross-island routes.
Level of Service
(LOS) expresses quality of traffic flow. It relates to the density of traffic
in comparison to the roadway's capacity and expresses conditions of speed, travel
time, freedom to maneuver, traffic interruptions, comfort, convenience, and
safety. The quality of traffic flow is described in six categories of service,
A through F, with LOS A representing traffic in a free flow or uncongested condition,
and LOS F representing serious congestion and considerable delays (Table S.1,
Current and Future Traffic Volumes and LOS). On a two-lane road, such
as Saddle Road, LOS is primarily determined by the ability to pass.
Using operational analysis
procedures presented in the Highway Capacity Manual, Third Edition, 1994, the
LOS under current conditions was calculated. Based on these procedures, Saddle
Road is operating at LOS B in some segments, and LOS D in most areas (Table
S.1). Given the poor condition of the pavement, its narrow width, alignment
deficiencies, and poor sight distances, LOS B overstates the road's current
level of service. The FHWA has concluded that the overall LOS for Saddle Road
is D. In this instance, LOS D reflects that passing demand is high while passing
capacity is very low.
With projected traffic growth
and no road improvements, Saddle Road is expected to deteriorate to LOS E by
2014. With LOS E, passing in most locations would be unsafe and platooning
(slow-moving vehicle causes the backup of vehicles unable to pass) would occur.
With the proposed improvements,
the road's current LOS D would be improved to LOS B along W-3, PTA-1, and most
of EX-3 by the design year 2014. Roughly the lower 8.1 km of EX-3 and the E-3
alignment would operate at LOS C much of the time, with short segments at LOS
D during peak hours in the design year (ref: Figure 2.2.1, Segments Under Consideration).
This lower LOS on part of recommended alignments is primarily a result of a
more curvilinear alignment with reduced passing opportunities on steeper grades.
The curvilinear alignment and reduced passing opportunities are the result of
efforts to minimize impacts on sensitive environmental resources in this area.
LOS C is acceptable for a design standard when there are overriding factors
such as cost and impacts.
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TABLE S.1
Current and Future Traffic Volumes and LOS
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Year
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Alternative
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ADT
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LOS
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1994 Estimated Traffic
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Baseline Conditions
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900
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D
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2014 Projected Traffic
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No Action Alternative
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4,400
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E
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2014 Projected Traffic
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All Action Alternatives
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14,000
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B
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S.2.4 Safety
Roadway deficiencies, conflicts
with military operations, and capacity limitations contribute to safety concerns
on Saddle Road. Saddle Road's accident rate of 5.43 accidents per million vehicle
miles (ACC/MVM) is notably higher than the average rate for rural two-lane highways
throughout the State of Hawai'i (3.0 ACC/MVM). Roadway deficiencies also hinder
the response of emergency vehicles responding to fires, accidents, and other
incidents along Saddle Road.
S.2.5 Social Demand and
Economic Development
East and West Hawai'i are
distinct in economic opportunities and development. Without an efficient, safe,
cross-island route, business opportunities across the island are more limited,
and the economies of East and West Hawai'i would be expected to continue to
diverge. Government functions are located on the east side of the island in
Hilo, where housing costs are generally lower, while much of the tourism-related
economic growth and employment is occurring in West Hawai'i. In addition, these
conditions create a need for some people to commute cross-island. Decreased
cross-island travel times would increase labor force mobility.
SR 19 along the Hamakua
Coast is considered the most feasible alternative to Saddle Road for cross-island
transportation. SR 19 is longer than Saddle Road between Hilo and Kailua-Kona,
and Hilo and Waikoloa. Between Hilo and Waimea, SR 19 is the shorter route.
Because of the deficiencies of Saddle Road, the lack of services and few roadside
amenities, SR 19 currently carries a larger percentage of the cross-island traffic,
resulting in congestion on SR 19 during peak travel hours and increased travel
time.
S.3 ALTERNATIVES
Over a three-year period,
1994 to 1997, alternatives for improvement of Saddle Road were developed and
refined with the input and involvement of a Social, Economic, and Environmental
Team (SEE Team), the Saddle Road Community Task Force (SRTF, a volunteer citizen's
group), government agencies, local residents, landowners, and citizens-at-large
through agency and public scoping meetings, the distribution of a DEIS, and
public hearings. The SEE Team is an interagency project coordination and guidance
team established by FHWA at the outset of all projects and, in this instance,
consisted of HDOT, Hawai'i County, U.S. Army Corps of Engineers (USACE), U.S.
Army [U.S. Army Pacific Command (USARPAC), U.S. Army Garrison, Hawai'i (USAG-HI),
and MTMC], USFWS, Environmental Protection Agency (EPA), and FHWA. This process
allowed for early consideration of engineering and environmental issues and
numerous refinements of the alternatives under consideration. Of the alternatives
considered, some were determined to warrant further analysis, while some were
initially considered but eliminated. A No Action Alternative was also considered
and evaluated. A Preferred Alternative was not presented in the DEIS.
Documenting the final results
of this process, an FHWA Recommended Alternative was ultimately selected.
The selection of this Recommended Alternative was made with full consideration
of the potential impacts of the project and the review of public and agency
comments. A legally binding Record of Decision (ROD) will be prepared for this
Recommended Alternative.
S.3.1 Design Parameters
Common to All Action Alternatives
Saddle Road is to be developed
to rural arterial design standards, incorporating design controls presented
in the following table. Uphill passing lanes, truck escape ramps, scenic pullouts,
and military vehicle crossings will be incorporated into project designs as
needed to enhance safety and improve the projected level of service. Table S.2,
Design Criteria, provides a summary of the design features of the proposed
project.
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TABLE S.2
Design Criteria
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Design Speed
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80 km per hour*
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Minimum Curve Radius
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230 m
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Maximum Superelevation
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8 percent
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Curves
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Simple curves with 67 percent of runoff on tangent
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Maximum Grade
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8 percent
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Design speed may be increased up to 100 km per hour in areas where feasible
The proposed improvements
to Saddle Road would incorporate two 3.6-m travel lanes with two 2.4-m paved
shoulders. Passing lanes or pullouts will be added in selected locations. In
environmentally vulnerable portions of the study corridor within the PTA, additional
features would be constructed to minimize fire hazards, including paved fire
breaks, fencing, and asphalt curbs.
S.3.2 Action Alternatives
Identified and Considered
The project area has been
divided into four sections. Section I begins on the west end at the junction
with Mamalahoa Highway (SR 190) and extends east to Saddle Road MP 42. Section
II extends from MP 42 to MP 28. Section III extends from MP 28 to MP 9, and
Section IV extends from MP 9 to the eastern project terminus, MP 6 (ref:
Figure 2.2.1).
A total of 20 segments within
the aforementioned sections were initially considered (ref: Figure 2.3.1). Of
these, 12 segments were eliminated from further consideration at various points
of the study process by consensus of the SEE Team. These alternatives were eliminated
because they failed to meet the criteria developed in the purpose and need (e.g.,
road deficiencies, capacity) or because it was evident without further detailed
analysis that the anticipated impacts of their construction were clearly greater
than other alternatives. The remaining eight segments were considered feasible,
warranting further analysis: W-2 and W-3 in Section I; PTA-1, PTA-3, and EX-2
in Section II; EX-3 in Section III; and EX-4A and E-3 in Section IV. In addition,
the No Action Alternative is also considered.
Section I. Segments
W-2 and W-3 represent alternative routes to the existing Saddle Road alignment
within Section I. Located south of the existing alignment, W-2 would connect
Saddle Road to Mamalahoa Highway (SR 190) at Waikoloa Road, Segment W-3 would
connect with Mamalahoa Highway (SR 190), 4.8 km south of Waikoloa Rd.
Section II. Segment
EX-2 consists of the complete reconstruction of Saddle Road to bring it up to
American Association of State Highway and Transportation Officials (AASHTO)
standards. This segment would be reconstructed along the existing Saddle Road
corridor. It would not accomplish the desired separation of motorists from military
maneuvers. Segments PTA-1 and PTA-3 represent alternative routes to the existing
Saddle Road alignment within Section II. Located north of the existing roadway,
PTA-1 and PTA-3 would succeed in separating Saddle Road motorists from military
maneuvers.
Section III. Segment
EX-3 consists of the complete reconstruction of Saddle Road to meet AASHTO standards.
This segment would be reconstructed along the existing Saddle Road corridor.
No feasible or practicable alternatives to the existing corridor were identified
within Section III.
Section IV. Segment
EX-4A consists of the complete reconstruction of Saddle Road to meet AASHTO
standards. This segment would be reconstructed along the existing Saddle Road
corridor on the west and east ends of Section IV, but would split from the existing
roadway for a 2-km portion in the middle to follow an existing transmission
line corridor. Segment E-3 represents an alternate alignment to EX-4A through
Section IV and relocates the road south of the existing Saddle Road and farther
away from the residential areas in upper Kaumana.
Table S.3, Comparison
of Segments, provides a summary of the key engineering characteristics and
costs of each segment.
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TABLE S.3
Comparison of Segments
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Segments andCorresponding Station Numbers
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Length (km)
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ROW (ha)
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Max. Grade (%)
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Estimated Construction Cost (million $)1
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Estimated Mitigation Cost (million $)1
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Total Cost (million $)1
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Section I - MP 53.6 (Mamalahoa Highway) to MP 42
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W-2:
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17.0
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73
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8.0
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39.0
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0.5
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39.5
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W-3:*
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15.5
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70
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8.0
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39.0
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0.5
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39.5
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Section II - MP 42 to MP 28
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EX-2:
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21.6
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47
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5.2
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38.0
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5.0
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43.0
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PTA-1:*
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20.5
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83
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7.8
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38.5
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15.0
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53.5
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PTA-3:
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22.1
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85
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7.8
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40.5
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15.0
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55.5
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Section III - MP 28 to MP 9
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EX-3:*
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30.9
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60
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8.0
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60.0
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1.0
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61.0
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Section IV - MP 9 to MP 6
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EX-4A:
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4.0
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12
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10.9 2
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15.0
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5.0
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20.0
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E-3:*
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5.5
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29
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8.0
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17.0
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1.0
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18.0
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Recommended Alternative
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|
|
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154.5
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17.5
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172.0
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1
1999 dollars
2
Exception to standard in one location less than 500 m in length.
* Designates Recommended Alternative Segments.
S.3.3 No Action Alternative
The No Action Alternative
would maintain Saddle Road as it is today. It would include existing maintenance
efforts with some possible surface rehabilitation activities. It would not enhance
safety, eliminate roadway deficiencies, improve level of service, improve operational
function, accommodate future traffic levels, nor reduce or eliminate conflicts
between motorists and PTA military operations.
S.3.4 Selection of FHWA-Recommended
Alternative
Following the issuance of
the Saddle Road Draft EIS (DEIS), the public hearing, and the close of the public
comment period, and in consideration of the scientific and technical information
developed for the project, as well as public input received, the SEE Team identified
Segment W-3 (Section I), PTA-1 (Section II), EX-3 (Section III), and E-3 (Section
IV) as their recommendation to the FHWA for improving Saddle Road. The FHWA
has adopted these four segments as their Recommended Alternative (ref:
Figure 2.2.1). The following text summarizes the primary reasons for the selection
of these four segments. The No Action Alternative was not selected because it
would not satisfy the project's purpose and need.
One of the most notable
considerations in the selection of W-3 as the Recommended Alternative was its
efficiency for serving cross-island traffic because the largest percentage of
motorists using Saddle Road are coming from or going to Kona. In terms of overall
time and fuel savings, W-3 would result in greater benefits to Saddle Road motorists
and the community as a whole.
Based on the information
available on terrain and geology, and the shorter length of W-3 over W-2, the
FHWA determined that W-3 would prove less costly to build than W-2, if detailed
design cost estimates were conducted. In addition, traffic operations would
be more efficient on W-3 because of less steep grades.
The FHWA also considered
public opinion. With the proximity of W-2 to Waiki'i Ranch, community members
expressed concern that the siting of Saddle Road on the W-2 alignment would
result in noise pollution and would impact the commercial viability of their
properties. In consideration of community benefits, construction cost savings,
and other reasons noted, W-3 was selected as the recommended alternative for
Section I.
The abandoned existing Saddle
Road serving Waiki'i and other local access needs would become the responsibility
of Hawai'i County to maintain. A modern intersection connecting the existing
road to W-3 would be provided at MP 42.
Section II
The most notable consideration
in the selection of PTA-1 is that EX-2 would not completely satisfy the project
purpose and need because no improvement in the quality and safety of military
training would be anticipated and existing conflicts between the military and
the public would be only partially removed. In contrast, either PTA-1 or PTA-3
would completely satisfy the project purpose and need. Both of these alignments
would also result in substantial impacts by direct modification of Palila Critical
Habitat. However, as stated by the U.S. Fish and Wildlife Service (USFWS) in
the Final BO, the mitigation measures built into the project design will offset
the modifications being made to Palila Critical Habitat and enhance the likelihood
of survival and recovery of the Palila. Palila is the lone surviving Finch-billed
Honeycreeper found on Hawai'i.
The most notable differences
between PTA-1 and PTA-3 is that PTA-1 is shorter, provides a more direct alignment,
would be less costly, and would impact less Palila Critical Habitat. In consideration
of the mitigation measures developed for the Palila and the other reasons stated,
PTA-1 was selected as the recommended alternative for Section II.
Ownership of the existing
Saddle Road in this Section would be transferred to the military as required.
Section III
As a result of much discussion
and investigation of potential alternative routes through Section III, it was
concluded that all routes other than EX-3 would provide notably greater impacts
to adjacent resources. Segment EX-3 was selected as the recommended alternative
for Section III.
Section IV
While E-3 would result in
the fill of more wetland resources, much of this wetland area is in degraded
habitat. In consideration of the native habitat disturbed, the impacts to biological
resources were determined to be roughly equivalent for E-3 and EX-4A. EX-4A
would cut through the community of Kaumana and would require the acquisition
of residential property and the relocation of 11 to 28 households. It would
approach or exceed the national noise abatement criteria at 29 residences, and
would cause a substantial increase in noise at 18 additional ones. In addition,
when considering initial construction and long-term motorist operating costs,
EX4A would be the more costly segment over the life of the project. The FHWA
also considered public opinion. Letters from Kaumana residents and the Kaumana
City Association expressed support for the selection of E-3 and opposition to
EX-4A. For these reasons, E-3 was selected as the recommended alternative for
Section IV.
S.3.5 Least Environmentally
Damaging Practicable Alternative, Sections III and IV
In Sections III and IV,
the fill of jurisdictional wetlands will be required for the construction of
proposed Saddle Road improvements. To determine the Least Environmentally
Damaging Practicable Alternative (LEDPA), to address concerns and requirements
of the EPA, the USFWS, and the USACE, and to provide a wetland mitigation proposal,
a 404(b)(1) Analysis Report was prepared for this project. The 404(b)(1) Analysis
Report was prepared in accordance with the "Guidance Papers to Facilitate
the Implementation of the Memorandum of Understanding for the NEPA and Section
404 Integration Process for Surface Transportation Projects in Hawai'i"
(June, 1994) and the 40 CFR Part 230 Section 404(b)(1) Guidelines for Specifications
of Disposal Sites for Dredged or Fill Material. The results of this analysis
identified Segment EX-3 as the LEDPA within Section III and E-3 as the LEDPA
within Section IV.
S.4 PROJECT DEVELOPMENT
AND PUBLIC INVOLVEMENT
The following paragraphs
briefly summarize the key components of the project's development, emphasizing
those actions related to the agency and public involvement process. The input
received during this process was voluminous and extremely varied in content
regarding issues and concerns. For this reason, the reader is referred to Part
II of the FEIS for additional, more detailed information.
To incorporate input from
participating agencies throughout the project development process, a Social,
Economic, and Environmental Team (SEE Team) was established in 1990. The SEE
Team is comprised of representatives from each participating agency (ref: FEIS
- Part II, 1.2.2). A series of SEE Team meetings were held from January 1990
to March 1998 (ref: FEIS - Part II, 1.1).
In May 1993, various citizens
of the County of Hawai'i were invited by Senator Inouye to form a task force
for the project. The Saddle Road Community Task Force (SRTF) was formed to solicit
and disseminate information about the project within the community (ref: FEIS
- Part II, 1.2.1). A series of SRTF meetings were held from June 1993 to July
1999.
From January 1994 to the
present, numerous one-on-one meetings were held upon request with interested
individuals, agency representatives, and public and private organizations to
provide project briefings and/or receive input on project issues and concerns.
These included groups such as community councils, community associations, chambers
of commerce, and clubs.
A Letter of Intent was sent
to all interested parties, agencies, and organizations, and a Notice of Intent
was published in the Federal Register, March 1994 (ref: FEIS - Part II, 1.4.1).
Notifications of public scoping meetings were mailed in April 1994 (ref: FEIS,
Part II, 1.4.1) and Public Scoping Meetings were held in Hilo (May 10), Kona
(May 11), and Waimea (May 12). An Interagency Scoping Meeting was held in Hilo
(May 10).
In July 1994, project information
centers were maintained in Hilo and Kona for several months to make project
information available to interested persons and to receive comments. Notices
of these centers were published in Hilo and Kona newspapers.
Newsletters were prepared
and distributed to a mailing list of over 1,500 people. The first was published
in November 1994. To report on the progress of the project, four additional
newsletters were subsequently published and distributed, from November 1996
through August 1999 (ref: FEIS - Part II, 1.5).
In October 1995, pursuant
to State law, an Environmental Assessment and Notice of Preparation
of an EIS was submitted
to the State of Hawai'i Office of Environmental Quality Control (ref: FEIS,
Part II, 1.4.2). This notice was published in their environmental bulletin which
is monitored regularly by interested agencies, organizations, and the public.
In May 1996, sixteen invitations
were extended for Cooperating Agency status on the project. Only three agencies
acknowledged receipt of the invitation.
A Preliminary DEIS was distributed
to all participating, cooperating, and coordinating agencies for review and
comment. Two widely-attended interagency meetings were held to discuss issues,
impacts, and mitigation as presented in the Preliminary DEIS; one in October
of 1996 (prior to the distribution of the Preliminary DEIS to disseminate findings),
and another in April 1997 for review and comment on the document prior to publication.
A formal public comment
period began with the issuance of the DEIS in October 1997 and the publishing
of the Notice of Availability in the Federal Register and Hawai'i Office of
Environmental Quality Control Bulletin (ref: FEIS - Part II, 2.1). Two public
hearings were held (Waikoloa - Thursday, December 11, 1997 and Hilo - Saturday,
December 13, 1997) during this comment period to provide information and solicit
formal comments on the project. The hearing transcripts are included in the
FEIS (ref: Part II, 2.2). Approximately 100 members of the public provided written
comments on the DEIS; roughly 20 individuals presented oral comments at the
Waikoloa hearing and approximately 30 individuals presented oral comments at
the Hilo hearing. All public and agency comments are included in their entirety
in this FEIS (ref: Part II, 2.2, 3.2, and 4.2). A summary of agency comments
and associated responses has been prepared and included in the FEIS (ref: Part
II, 3.1). Public comments were also summarized, resulting in nearly 320 representative
comments (ref: FEIS - Part II, 4.1). The public and agency comments were too
varied and numerous to further summarize within this Executive Summary. In response
to agency and public comments received on the DEIS, the FHWA project team undertook
additional studies and analyses as warranted, prepared responses, and incorporated
additional information into the FEIS.
In the summer and fall of
1998, numerous meetings and exchange of correspondence occurred between FHWA
and the USFWS, the EPA, and numerous other agencies to resolve issues related
to section 7 consultation, wetlands mitigation and the LEDPA, and Palila mitigation.
The results of this consultation and coordination are contained in the USFWS
Final Biological Opinion (BO), 404 (b)(1) Analysis Report, and the Palila MOU,
respectively (ref: FEIS - Part III).
If approved, the ROD would
be issued in the summer of 1999. Assuming that the Recommended Alternative is
confirmed in the ROD, roadway design could begin immediately following the issuance
of the ROD. Surveying, mapping, and Unexploded Ordnance clearance could begin
in early fiscal year 2000 as soon as funds are available and phased construction
could begin as early as late 2000, if funds become available. An estimated implementation
schedule for the complete project is provided in Chapter 1 (ref: Table 1.8.1,
Estimated Implementation Schedule).
S.5 AFFECTED ENVIRONMENT
S.5.1 Human Environment
Saddle Road provides access
to land uses along its corridor, including PTA, the astronomical observatory
complex on Mauna Kea, Waiki'i Ranch, Kaumana, the Mauna Kea State Recreation
Area, and major hunting areas. The road is also an important cross-island link
for business travel, the transport of goods and services, tourism, recreation,
shopping, and commuting. Saddle Road is not used regularly by bicyclists or
pedestrians because of the substantial change in elevation along its length,
foggy and rainy weather, and the lack of adequate shoulders.
Hunting is a long-standing
tradition in Hawai'i. Introduced pigs, sheep, goats and a variety of gamebirds
are hunted in public hunting units accessed by Saddle Road on the PTA, and nearby
state hunting areas. Many areas have limited access because of rugged terrain,
sparse road networks, or military limitations.
Much of the Saddle Road
corridor is rural in nature. Figure 3.1.1, Existing Land Use, depicts
general land uses within the study corridor. The primary land use in Section
I is ranching. The local population is clustered in Waiki'i Ranch, a residential
development with agricultural lots located along the existing Saddle Road alignment.
Recreational resources include the Kilohana Girl Scout Camp, and limited hunting
lands.
Land uses within Section
II are primarily characterized by military use of the PTA. Barracks and other
base housing facilities support the military personnel training and working
at the PTA. Mauna Kea State Park, the only public park within the study area,
offers opportunities for camping, picnicking, hiking, and birding. Public areas
for hunting are also available. Section II includes lands set aside for the
Hawaiian Home Lands Program (HHLP), which created a land reserve available to
qualifying Native Hawaiians for residential, agricultural/farming, and pastoral/ranching
homesteads.
The primary land use within
Section III is State Conservation District open space; ranching activities are
also present. No notable population is present. As in Section II, lands are
set aside in this area for the HHLP. Designated hunting areas are located within
this section.
The primary land use within
Section IV is farming; single-family residential development characterizes a
portion of the existing Saddle Road corridor. Population within Section IV is
clustered in upper Kaumana, an older suburb of Hilo. Public recreational resources
include hunting lands.
Three categories of valuable
agricultural land were assessed for the State of Hawai'i: Prime Agricultural
Lands, Unique Agricultural Lands, and Other Important Agricultural
Lands. Prime Agricultural Lands are present within Section IV of the study
corridor, Other Important Agricultural Lands are present within Sections I and
II.
Section 4(f) properties
are afforded protection under 49 U.S.C. Section 303. Such properties include
any publicly owned land of a public park, recreation, or wildlife and waterfowl
refuge of national, State, or local significance, or land of an historic site
of national, State, or local significance. Properties in the vicinity of the
proposed project include Mauna Kea State Park, Kipuka 'Ainahou Nene Sanctuary,
and 19 National Register of Historic Places (NRHP)-eligible archaeological sites.
No use of these Section 4(f) properties occur within any of the action or no-action
alternatives.
Ambient noise levels along
Saddle Road within the project corridor are generally low, reflecting the light
traffic volumes on Saddle Road and the undeveloped and unpopulated nature of
much of the landscape. Noise levels in the vicinity of PTA can be periodically
high in association with military training activities and low-flying aircraft.
The Island of Hawai'i supports
two distinct regional economies. The regional economy in East Hawai'i is centered
in Hilo, the seat of island government and home to the University of Hawai'i
at Hilo and Hawai'i Community College. Historically, the economy on the east
side was based on agriculture, with sugar as the main crop. A steady decline
in the sugar industry over the past 20 years resulted in the closure of the
last commercial operations in 1996.
The regional economy on
the west side of the island is primarily based on tourism. Overall, economic
activities related to tourism have been rapidly expanding since 1980 and are
expected to continue to expand into the next century. A declining economy in
East Hawai'i has resulted in an increasing number of individuals seeking employment
in tourism-related activities in West Hawai'i.
There are three routes between
Hilo and Waimea/Kailua-Kona. The northern route is SR 19, north from Hilo through
Waimea and continuing on to Kailua-Kona. The southern route follows SR 11 southwest
from Hilo through Volcanoes National Park. The third route is Saddle Road. Table
S.4, Estimated Travel Distance, compares the distance between major destinations
for each route.
|
TABLE S.4
Estimated Travel Distance
|
| |
Estimated Distance (km)
|
|
Route
|
Hilo -Kailua-Kona
|
Hilo - Waimea
|
|
SR 19
|
152
|
87
|
|
SR 11
|
200
|
265
|
|
Existing Saddle Road
|
140
|
97
|
Saddle Road is the shortest
route between East and West Hawai'i, especially between Hilo and the Kona Coast.
Although Saddle Road is currently narrow, with steep grades and sharp curves,
travel time is still as low or lower than for the other two routes.
Total employment on the
island has been expanding since 1980. The average annual employment growth rate
for 1980 to 1994 was 5.1 percent on the west side compared to 1.8 percent on
the east. Growth rates in job creation have been declining in East Hawai'i,
while increasing in West Hawai'i. Income trends parallel those of job creation
growth rates. More workers in East Hawai'i are seeking job opportunities in
West Hawai'i.
Roughly 1.1 million tourists
visited the Island of Hawai'i in 1995, with approximately 33 percent visiting
the east side of the island and 67 percent visiting the west. Because of the
condition of Saddle Road, automobile rental agencies restrict or prohibit use
of their vehicles on the road, discouraging some tourists from including cross-island
trips in their itineraries.
People first arrived in
the Hawaiian archipelago probably sometime between A.D. 300 and 600. The earliest
inhabitants, probably departing from the Marquesas Islands, brought pigs, dogs,
fowl, and many of the cultivated plants important to their subsistence economy
including coconut, breadfruit, and taro. The early society is presumed to have
been structured around the Polynesian concept of hereditary chieftainship, where
the difference between the commoner and chief was not nearly as great as it
would become in later Hawai'i culture.
Native Hawaiians relied
on the environment for survival. They recognized and practiced respect for a
hierarchy of life based on regeneration and protection of food sources. They
prioritized the non-disturbance of seed producing forest areas to promote new
growth. To the Native Hawaiians the older trees are primary; those who use these
trees as residence or food source are secondary. For this reason, mamane forest
and kipuka are regarded as having special value to native Hawaiians. The mountains
or land, water, and sky were a necessary part of the life cycle. The most prominent,
celebrated place of religious importance within the project corridor is Mauna
Kea, a natural land feature.
S.5.2 Physical Environment
Hawai'i, the largest island
of the Hawaiian Archipelago, covers an area of approximately 16,360 km2.
The island was formed by the activity of five volcanoes. The proposed project
is located along the southern flank of Mauna Kea Volcano. The Saddle, located
between Mauna Kea and Mauna Loa volcanoes, was formed by lava flows from both
volcanoes which coalesced and formed a broad upland apron. Mauna Kea has not
erupted in historical time, and is considered dormant. Mauna Loa remains active
and is responsible for recent lava flows visible from the road.
Ground elevations along
the study corridor range from 390 m above mean sea level, occurring in Section
IV, to 2055 m, occurring in Section II. The elevational differences and the
open vegetation through the Saddle provide panoramic views of distant vistas
and interesting geologic features. Rolling hills, cone shaped pu'u (cinder cones),
broad valleys, and mountains are examples of the diverse landforms found within
the corridor.
In Section I, the landscape
consists of a predominantly pastoral setting with few built features. The section
is characterized by a broad, open grassland used for grazing. The existing visual
quality is moderately low to moderate. Section II traverses a relatively flat
valley. Much of the landscape is dotted with pu'u. Other elements include the
built features of the PTA, grasslands, and shrublands. The eastern end of this
section enters lava flows with sparse emergent vegetation. The existing visual
quality ranges from moderately low to moderately high. Section III enters a
landscape in which the lava flows are older and vegetation is more pronounced.
The roadway weaves through forests with an understory of ferns and shrubs and
pasture lands. The existing visual quality is predominantly moderately high.
In Section IV, single family residences are located along the existing alignment
of Saddle Road, creating a more urban setting for Segment EX-4A. Segment E-3
departs from the existing alignment and traverses mature forest with a dense
understory of ferns and shrubs as well as agricultural pastureland. The existing
visual quality of Segment EX-4A ranges from moderately low to moderately high.
The existing visual quality of E-3 is moderately high.
The proposed roadway alignments
are generally underlain by four types of geologic materials, including volcanic
ash deposits, cinder sand deposits, 'a'a lava flows, and pahoehoe lava flows.
Speleological resources, such as caves and lava tubes, occur within the project
vicinity.
Geologic hazards within
the study corridor include low-lying areas with potential flooding hazard, steep
slopes with the potential for instability and landslides, soft soils or wetlands,
ground subsidence, and known faults that may traverse the proposed roadway segments.
In addition, the entire island is considered a lava hazard zone. The eastern
portion of the study corridor is at greater risk from lava inundation than the
western portion.
Average annual rainfall
within the project corridor ranges from less than 500 millimeters (mm) in Sections
I and II, to 5,000 mm or more per year in Sections III and IV. Fog is not uncommon
in the morning and afternoon hours. Trade winds blow from the northeast.
Water resources and drainage
characteristics occurring along the length of the project are diverse because
of variations in the amount of rainfall. Infiltration of surface waters into
the substrate is high and serves to recharge the island's groundwater aquifers.
There are no areas within the project vicinity designated as principal or sole
source aquifers.
Sheet flow of rainfall runoff
is prevalent. The topography is pseudokarstic and no perennial rivers or streams
occur in the project corridor, nor within the watersheds tributary to the Saddle
Road culverts and bridges. The project area crosses several major intermittent
drainages, many of which were formed by glacial activity and contain no waters
of the U.S.
No Wild and Scenic Rivers
are located within the project corridor or its vicinity. The proposed project
is located within an area regulated by the Hawai'i Coastal Zone Management (CZM)
Program. The CZM program has established specific objectives and polices to
protect and preserve recreational resources, historic resources, scenic and
open space resources, coastal ecosystems, and economic uses, to minimize coastal
hazards, and to manage development. The project area is not within a defined
Special Management Area of the CZM program.
While there are no State
air quality monitoring sites on the Island of Hawai'i, data available from other
sources indicate that ambient pollutant levels are well below the State and
Federal standards. There are no designated non-attainment areas (places
that do not meet the National Ambient Air Quality Standards) within the State
of Hawai'i.
S.5.3 Biological Resources
Vegetation types dominated
by both native and nonnative plants occur within the project area. Plant communities
dominated by introduced or alien species are also referred to as nonnative
vegetation types in this document. Plant communities dominated by plants
which occur naturally in the Hawaiian Islands are referred to as native vegetation
types. Examples of nonnative vegetation types include fountain grass/mixed
shrubland, pasture land, and lowland wet grassland. Examples of native vegetation
types include 'a'ali'i shrubland, mamane/naio forest, pioneer vegetation on
recent lava flows, and montane wet forest.
The majority of Section
I is pasture land dominated by kikuyu grass and other nonnative range grasses.
It has been used for grazing for some time. Lower elevations of Section I support
fountain grass/mixed shrubland. Areas covered by native plant communities are
rare. The few remnant pockets of native mixed shrubland occur on cinder cones
and larger stony ridges and outcrops, areas inaccessible to cattle and other
grazing animals.
The vegetation within Section
II is primarily native. Because the PTA has not been grazed and military development
is restricted to certain areas, the majority of the PTA remains in native natural
plant communities with a large proportion of the installation containing rare
plants.
Hard-stemmed lovegrass grassland,
'aweoweo shrubland, and 'a'ali'i shrubland are found on alluvial flats and the
lower slopes of Mauna Kea on the western portion of this section. Mamane/naio
forest occupies areas higher in elevation just north of the project area through
the entire section and along the project corridor from the PTA cantonment area
eastward past Mauna Kea State Park. At the eastern end of this section, nonnative
pasture land vegetation is found on grazed lands.
Section III is dominated
by native vegetation types. It traverses a variety of micro-climatic zones and
a number of vegetation types because past volcanic activity has created a mosaic
of soils of different ages and character. Recent lava flows exhibit sparse pioneering
vegetation. Kipuka, isolated pockets of late successional forest located
on old lava flows, are interspersed through this section. Kipuka exhibit unique
biological character, supporting the complex structure of the native Hawaiian
rainforest, usually with an overstory canopy dominated by koa, a middle canopy
layer dominated by 'ohi'a, and a lower canopy dominated by tree ferns. This
habitat supports numerous species which are endemic (unique to the Hawaiian
Archipelago) and is highly susceptible to invasion by alien species when disturbed.
Section IV passes through
highly modified habitat which is dominated by alien species.
Fire poses a grave threat
to some Hawaiian ecosystems by converting native habitats into grasslands dominated
by nonnative species. Because few native Hawaiian animals or plants are adapted
to wildfires, mortality during fires is high. Native shrubs and trees may recover
from fire to some degree, but native plant communities are usually overwhelmed
by more aggressive alien species. Many nonnative species, such as fountain grass,
have a tendency to carry fire, are fire adapted, and thrive in the aftermath
of fire. The establishment of this grass increases the threat of fire.
Sections I and II traverse
extremely dry habitat and are highly susceptible to fire. Because most of Section
I has been highly modified and is now characterized by alien-dominated vegetation
types, the impact of wildfires on native plants in this section is minimal.
Within Section II, native-dominated vegetation types are prevalent. These vegetation
types are extremely vulnerable to destruction by wildfire. Fire threatens the
survival of rare-native animal species which rely on native habitats like the
mamane/naio forest. Sections III and IV are not highly susceptible to fire because
they are characterized by heavy rainfall.
Wetland occurrence within
the project corridor is limited to the area east of MP 14, within Sections III
and IV. Within this area, three major native vegetation types occur: 'ohi'a
forest, 'ohi'a scrub, and koa-'ohi'a forest. Because of local conditions, the
presence of hydrophytic vegetation was considered the determining factor in
locating regulatory wetlands. Under this method, wetlands were present on all
of the 'ohi'a forest, approximately 15 percent of the 'ohi'a scrub, and less
than 2 percent of the koa-'ohi'a forest.
The list of native birds
likely to occur within the project area includes 18 species, 9 of which are
endemic and 3 of which are migratory. There are also 28 nonnative resident species.
While the bird fauna throughout the project area is dominated by introduced
species, Sections II and III support a relatively high diversity of native birds
within mamane/naio forest and kipuka habitats.
Hawai'i has only one native
terrestrial mammal, the Hawaiian hoary bat, which is distributed throughout
the project area. All other terrestrial mammals in Hawai'i were introduced by
man and are considered alien species.
The project area harbors
a diverse native and nonnative invertebrate fauna, including 13 snail and hundreds
of insect and arthropod species. The invertebrate populations found within Sections
I, III, and IV are dominated by introduced species. Section II supports a variety
of endemic insects, as well as the most diverse assemblage of snails found in
the project area. Within Section III, a variety of endemic insects are associated
with kipuka and cave habitats.
Listed species refer to
those species afforded legal protection as endangered, threatened, proposed
endangered, and proposed threatened by the USFWS. Table S.5, Listed
Species in the Vicinity of the Project Area, identifies listed species known
or expected to occur within the project area. All listed species identified
are endangered, with the exception of the Newell's Shearwater, which is threatened.
Proposed endangered or threatened species are also addressed in this EIS.
Critical Habitat has been
established for the endangered Palila within Section II and occupies nearly
all mamane/naio forest habitat identified for the project. Palila are highly
dependent on mamane trees as a food source and for nesting. Fire has been identified
as the single greatest threat to the continued survival of the Palila and other
sensitive species which rely on the mamane/naio forest habitat. The northern
boundary of the 'Ainahou Nene Sanctuary is adjacent to the existing Saddle Road
for a length of 7.6 km in Section III.
|
TABLE S.5
Listed Species in the Vicinity of the Project Area
|
|
Section I
|
Section II
|
Section III
|
Section IV
|
|
Plants
|
|
Portulaca sclerocarpa: found
in the vicinity of the existing alignment.
|
Silene hawaiiensis: found in the vicinity of all segments.
|
Plantago hawaiiensis, Cyanea platyphylla, Clermontia
peleana: found outside of the EX-3 area of disturbance.
|
None identified.
|
|
Birds
|
|
Dark-rumped Petrel: known to travel over W-2 and W-3.
Nene: incidental use probable along W-2 and W-3.
|
Dark-rumped Petrel: known to travel over all segments.
Nene: incidental use probable along all segments.
Palila: habitat adjacent to PTA-1 and PTA-3.
'Akiapol 'au: habitat adjacent to all segments.
|
Dark-rumped Petrel, Newell's Shearwater: known to travel over EX-3.
Nene: incidental use probable along EX-3.
'Akiapola 'au, Hawai'iCreeper, Hawai'i'Akepa, 'O 'u, Hawaiian Hawk: habitat adjacent to EX-3.
|
Dark-rumped Petrel, Newell's Shearwater: known to travel over EX-4A and
E-3.
Hawaiian Hawk: habitat adjacent to EX-4A and E-3.
|
|
Mammals
|
|
Hawaiian hoary bat: detected in low numbers along W-2 and W-3.
|
Hawaiian hoary bat: detected in moderate numbers along all segments.
|
Hawaiian hoary bat: detected in moderate numbers along EX-3.
|
Hawaiian hoary bat: detected in low numbers along EX-4A and E-3.
|
|
Invertebrates
|
|
None identified.
|
None identified.
|
None identified.
|
None identified.
|
S.5.4 Cultural Resources
Prehistoric use of the project
area includes cross-island travel, access to interior resources, birdcatching,
agriculture, basalt gathering, and harvest of koa logs. Historic use of the
project area includes ranching, hunting, cross-island travel, lumber milling,
growing sugar cane, tourism, military strategy during World War II, and military
training.
Nineteen archaeological
sites within the survey corridor are recommended for listing on the NRHP. These
include Old Waimea-Kona Belt Road and a habitation/animal enclosure (Section
I); Ka'ohe Wall, Humu'ula Sheep Station Perimeter Walls, Old Waimea-Humu'ula
Wagon Road, and a post and wire fence (Section II); Pu'u 'O'o-Volcano Trail,
Humu'ula Sheep Station Perimeter Walls, Hilo-Pu'u 'O'o Trail, Saddle Road, two
linear lava wall sites, and a lava paving site (Section III); a surveyor's cairn,
'Ola'a Flume, Hilo Country Club, and Senator Kimi's House (Section IV).
S.6 ENVIRONMENTAL CONSEQUENCES
Table S.6, Summary of
Impacts, summarizes the environmental consequences of the proposed actions
assessed in the Saddle Road FEIS. The table outlines differences between each
of the build and no action alternatives for major resource categories.
|
TABLE S.6
Summary of Impacts
|
|
Section I
|
Section II
|
Section III
|
Section IV
|
|
Land Use and Hunting
|
|
W-2, W-3: Direct loss of approximately 60 ha of ranchland.
No direct loss of hunting lands. Improved access to hunting areas and
ranch land.
No Action: No direct loss of existing land uses. No direct
impacts to hunting lands. No improvement of access to hunting areas.
|
EX-2: No loss of ranching or hunting lands.
PTA-1: Direct loss of 13 ha of ranchland. Direct loss of
78 ha of hunting lands.
PTA-3: Direct loss of 91 ha of hunting lands.
PTA-1, PTA-3: Incursion
of new road alignment into quality hunting area in Humu'ula. Change
in management of bird hunting lands on
Ka'ohe Lease Lands. Gain of 1,990 ha of bird hunting land at Pu'u Mali.
No Action: No direct loss of existing land uses. No impacts
to hunting lands. No improvement of access to hunting areas. No gain in
bird hunting lands. |
EX-3: Direct loss of 45 ha State land. No direct loss of
hunting lands. Improved access to State land and hunting areas.
No Action: No direct loss of existing land uses. No direct
loss of hunting lands. No improvement of access to hunting areas.
|
EX-4A, E-3: Direct loss of State land and privately-owned
residential lands. Direct, marginal loss of hunting land due to placement
of road alignment. Improved access to hunting areas.
No Action: No direct loss of existing land uses. No direct
loss of hunting lands. No improvement of access to hunting areas.
|
|
Pedestrian / Bicycle Facilities
|
|
W-2, W-3: No established bicycle or pedestrian trails.
Improved safety for bicyclists and pedestrians with construction of adequate
shoulders to function as bike route. Less traffic within Waiki'i.
No Action: No established bicycle or pedestrian trails
nor improved conditions for bicyclists and pedestrians.
|
EX-2, PTA-1, PTA-3: No established bicycle or pedestrian
trails. Improved safety for bicyclists and pedestrians with construction
of adjacent paved 2.4-m fire-break that would function as a bike route.
No Action: No established bicycle or pedestrian trails
nor improved conditions for bicyclists and pedestrians.
|
EX-3: No established bicycle or pedestrian trails. Improved
for bicyclists and pedestrians with construction of adequate shoulders
to function safely as bike route.
No Action: No established bicycle or pedestrian trails
nor improved conditions for bicyclists and pedestrians.
|
EX-4A, E-3: No established bicycle or pedestrian trails.
Improved safety for bicyclists and pedestrians with construction of adequate
shoulders to function as bike route.
E-3: Less traffic within Kaumana.
No Action: No established bicycle or pedestrian trails
nor improved conditions for bicyclists and pedestrians.
|
|
Right-of-Way (ROW) / Relocation
|
|
W-2, W-3: Direct take of roughly 70 ha of land for ROW.
No Action: No take for ROW.
|
EX-2: Direct take of 47 ha of land for ROW.
PTA-1, PTA-3: Direct take of 83 ha (PTA-1) and 85 ha (PTA-3)
of land for ROW. Relocation needed for 13 buildings on PTA.
No Action: No take for ROW.
|
EX-3: Direct take of 60 ha of land for ROW.
No Action: No take for ROW.
|
EX-4A: Direct take of 12 ha of land for ROW. Relocation
needed for 11-28 homes.
E-3: Direct take of 29 ha of land for ROW.
No Action: No take for ROW.
|
|
Farmlands
|
|
W-2: Direct conversion
of 55.0 ha of other important agricultural lands.
W-3: Direct conversion
of 18.6 ha of other important agricultural lands.
No Action: No direct loss of farmland.
|
EX-2: Direct conversion
of 18.9 ha other important agricultural lands.
PTA-1, PTA-3: Direct
conversion of 6.7 ha of other important agricultural
lands.
No Action: No direct loss of farmland.
|
EX-3: No direct loss
of prime
farmland or other important agricultural lands.
No Action: No direct loss of farmland.
|
EX-4A: No direct loss
of prime
farmland or other important agricultural lands.
E-3: Direct loss of 8.79
hectares (ha) of prime
farmland.
No Action: No direct loss of farmland.
|
|
Social
|
|
W-2, W-3: Improvement in traffic flow and access to area.
Reduction in traffic volumes within Waiki'i. No disproportionate impact
to disadvantaged groups. No impacts to native Hawaiian cultural resources.
W-2: Increase in traffic volumes on Waikoloa Rd.
No Action: No improvement in accessibility of recreational
resources. No disproportionate impact to disadvantaged groups. Increasing
congestion on alternative route (SR 19).
|
EX-2, PTA-1, PTA-3: Improvement in traffic flow and access
to area. No disproportionate impact to disadvantaged groups.
EX-2: Increase in conflicts with PTA. Loss of about 10
ha of mamane forest (special value to native Hawaiians).
PTA-2, PTA-3: Separation of PTA operations and motorists.
Loss of about 30 ha of mamane forest.
No Action: No improvement in access to area. Gradual increase
in conflicts with PTA. No disproportionate impact to disadvantaged groups.
Increasing congestion on SR 19. No additional impacts to native Hawaiian
cultural resources.
|
EX-3: Improvement in traffic flow and access to area. No
disproportionate impact to disadvantaged groups. Potential impact on kipuka
(special value to native Hawaiians).
No Action: No improvement in access to area. No disproportionate
impact to disadvantaged groups. Increasing congestion on SR 19.
|
EX-4A, E-3: Improvement in traffic flow and access to area.
No disproportionate impact to disadvantaged groups.
EX-4A: Construction-related impacts to Kaumana. Increase
in traffic volumes in Kaumana.
E-3: Reduction in traffic volumes within Kaumana.
No Action: No improvement in accessibility of recreational
resources. No disproportionate impact to disadvantaged groups. Increasing
congestion on SR 19.
|
|
Economic
|
|
W-2, W-3: Generation of direct and indirect employment
from construction activities. Decrease in cross-island travel time and
associated increase in monetary savings. Improvements to safety and associated
savings on accident costs.
No Action: No generation of direct or indirect employment
from construction. No decrease in cross-island travel time nor increase
in monetary savings. No improvements to safety and traffic flow.
|
EX-2, PTA-1, PTA-3: Generation of direct and indirect employment
from construction activities. Decrease in cross-island travel time and
associated increase in monetary savings. Improvements to safety and associated
savings on accident costs.
No Action: No generation of direct or indirect employment
from construction. No decrease in cross-island travel time nor increase
in monetary savings. No improvements to safety and traffic flow.
|
EX-3: Generation of direct and indirect employment from
construction activities. Decrease in cross-island travel time and associated
increase in monetary savings. Improvements to safety and associated savings
on accident costs.
No Action: No generation of direct or indirect employment
from construction activities. No decrease in cross-island travel time
nor increase in monetary savings. No improvements to safety and traffic
flow.
|
EX-4A, E-3: Generation of direct and indirect employment
from construction activities. Decrease in cross-island travel time and
associated increase in monetary savings. Improvements to safety and associated
savings on accident costs.
No Action: No generation of direct or indirect employment
from construction activities. No decrease in cross-island travel time
nor increase in monetary savings. No improvements to safety and traffic
flow.
|
|
Noise
|
|
W-2: Substantial increase in noise levels at future development
sites; no exceedence or approach of NAC.
W-3: No substantial increase, no exceedence or approach
of NAC.
W-2, W-3: Reduction in traffic noise in Waiki'i.
No Action: No exceedence or approach of NAC nor substantial
increase. Increase in traffic noise levels in Waiki'i as traffic levels
grow.
|
EX-2: No exceedence or approach of NAC. Substantial increase
in noise at two groups of PTA barracks.
PTA-1, PTA-3: Exceedence or approach of NAC at 3 receptors
(PTA). Substantial increase in noise at PTA receptors and group of 8 cabins
at Mauna Kea State Park.
No Action: No exceedence or approach of NAC nor substantial
increase at any sensitive receptors.
|
EX-3, No Action: No noise sensitive land uses are located
within section.
|
EX-4A: Exceedence or approach of NAC at 29 residences;
substantial increase in noise at 18 additional ones.
E-3: No exceedence or approach of NAC. Substantial increase
in noise at 14 residences.
No Action: Exceedence or approach of NAC at 3 residences.
No substantial increase in noise at any sensitive receptors.
|
|
Hazardous Materials
|
|
W-2, W-3, No Action: No impacts to hazardous waste sites
identified.
No Action: No impacts to hazardous waste sites.
|
EX-2: Possible impact to accumulated spills near PTA Fuel
Storage Area or minor localized soil contamination.
PTA-1, PTA-3: Possible impact to minor localized soil contaminations.
Unexploded ordnance may be encountered.
No Action: No impacts to hazardous waste sites.
|
EX-3, No Action: No impacts to hazardous waste sites identified.
|
EX-4A, E-3, No Action: No impacts to hazardous waste sites
identified.
|
|
Energy
|
|
W-2, W-3: Conservation of fuel. Expenditure of resources
to build road.
No Action: No immediate change in energy use patterns.
Gradual increase in fuel expenditure as traffic increases.
|
EX-2, PTA-1, PTA-3: Conservation of fuel. Expenditure of
resources to build the road.
No Action: No immediate change in energy use patterns.
Gradual increase in fuel expenditure as traffic increases.
|
EX-3: Conservation of fuel. Expenditure of resources to
build the road.
No Action: No immediate change in energy use patterns.
Gradual increase in fuel expenditure as traffic increases.
|
EX-4A, E-3: Conservation of fuel. Expenditure of resources
to build the road.
No Action: No immediate change in energy use patterns.
Gradual increase in fuel expenditure as traffic increases.
|
|
Visual
|
|
W-2, W-3: Decrease in visual quality; substantial change
in visual character.
No Action: No changes to visual quality or visual character.
|
EX-2: Decrease in visual quality; notable to severe change
in visual character.
PTA-1, PTA-3: Decrease in visual quality; substantial to
severe change in visual character.
No Action: No changes to visual quality or visual character.
|
EX-3: Decrease in visual quality; severe change in visual
character.
No Action: No changes to visual quality or visual character.
|
EX-4A, E-3: Decrease in visual quality; substantial change
in visual character.
No Action: No changes to visual quality or visual character.
|
|
Soils / Geologic Hazards
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W-2, W-3: Construction-related increase in soil erosion.
Potential breaks into caves, associated hazard to construction workers,
and resultant changes in cave ecosystem. Volcanic hazard to improved road.
No Action: No construction-related impacts to soils. No
potential to break into caves. Volcanic hazard to existing road.
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EX-2, PTA-1, PTA-3: Construction-related increase in soil
erosion. Potential breaks into caves, associated hazard to construction
workers, and resultant changes in cave ecosystem. Volcanic hazard to improved
road.
No Action: No construction-related impacts to soils. No
potential to break into caves. Volcanic hazard to existing road.
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EX-3: Construction-related increase in soil erosion. Potential
breaks into caves, associated hazard to construction workers, and resultant
changes in cave ecosystem. Volcanic hazard to improved road.
No Action: No construction-related impacts to soils. No
potential to break into caves. Volcanic hazard to existing road.
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EX-4A, E-3: Construction-related increase in soil erosion.
Potential breaks into caves, associated hazard to construction workers,
and resultant changes in cave ecosystem. Volcanic hazard to improved road.
No Action: No construction-related impacts to soils. No
potential to break into caves. Volcanic hazard to existing road.
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Floodplains / Water Resources
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W-2, W-3: Decreased likelihood of damage to road base and
surface from flood. Decreased likelihood of flood waters inundating the
roadway. No change in floodplain elevations. Increased likelihood of contaminated
stormwater degrading surface or groundwater quality.
No Action: No impacts to floodplains. Continued likelihood
of damage to road base and surface from flooding.
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EX-2, PTA-1, PTA-3: Decreased likelihood of damage to road
base and surface from flood. Decreased likelihood of flood waters inundating
roadway. No change in floodplain elevations. Increased likelihood of contaminated
stormwater degrading surface or groundwater quality.
No Action: No impacts to floodplains.
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EX-3: No crossings of waterways anticipated. No change
in floodplain elevations. Increased likelihood of contaminated stormwater
degrading surface or groundwater quality.
No Action: No impacts to floodplains.
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EX-4A, E-3: Decreased likelihood of damage to road base
and surface from flood. Decreased likelihood of flood waters inundating
roadway. No change in floodplain elevations. Increased likelihood of contaminated
stormwater degrading surface of groundwater quality.
E-3: Crosses 100-year floodplain.
No Action: No impacts to floodplains.
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Wild & Scenic Rivers
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W-2, W-3, No Action: No impacts to Wild and Scenic Rivers.
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EX-2, PTA-1, PTA-3, No Action: No impacts to Wild and Scenic
Rivers.
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EX-3, No Action: No impacts to Wild and Scenic Rivers.
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EX-4A, E-3, No Action: No impacts to Wild and Scenic Rivers.
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Coastal Zone Mgmt. (CZM) Program
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W-2, W-3, No Action: No inconsistencies with objectives
of CZM Program.
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EX-2, PTA-1, PTA-3, No Action: No inconsistencies with
objectives of CZM Program.
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EX-3, No Action: No inconsistencies with objectives of
CZM Program.
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EX-4A, E-3, No Action: No inconsistencies with objectives
of CZM Program.
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Air Quality
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W-2, W-3: Temporary, localized impacts to air quality during
construction. No exceedence of air quality standards.
No Action: No construction-related impacts to air quality.
No exceedence of air quality standards.
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EX-2, PTA-1, PTA-3: Temporary, localized impacts to air
quality during construction. No exceedence of air quality standards.
No Action: No construction-related impacts to air quality.
No exceedence of air quality standards.
|
EX-3: Temporary, localized impacts to air quality during
construction. No exceedence of air quality standards.
No Action: No construction-related impacts to air quality.
No exceedence of air quality standards.
|
EX-4A, E-3: Temporary, localized impacts to air quality
during construction. No exceedence of air quality standards.
No Action: No construction-related impacts to air quality.
No exceedence of air quality standards.
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Vegetation
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W-2: Disturbance of 58 ha of nonnative vegetation types
and 10 ha of native vegetation types.
W-3: Disturbance of 60 ha of nonnative vegetation types
and 10 ha of native vegetation types.
No Action: No direct impacts to native vegetation or habitat
types. Gradual increase in risk of fire and possible dispersal and possible
introduction of alien species.
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EX-2, PTA-1, PTA-3: Increased risk of fire and introduction
of alien species to native habitats.
EX-2: Disturbance of 1 ha of nonnative and 68 ha of native
vegetation types.
PTA-1: Disturbance 12 ha of nonnative and 73 ha of native
vegetation types.
PTA-3: Disturbance of 3 ha of nonnative and 85 ha of native
vegetation types.
No Action: No direct impacts to native vegetation or habitat.
Gradual increase in risk of fire and possible dispersal and possible introduction
of alien species.
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EX-3: Disturbance of 97 ha of native vegetation types.
Increased risk of introduction of alien species to native habitats. Potential
impacts to kipuka.
No Action: No direct impacts to native vegetation or habitat
types. Gradual increase in risk of dispersal and possible introduction
of alien species.
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EX-4A: Disturbance of 10.7 ha of predominantly native vegetation
types, of which 9 ha have been highly invaded by alien species.
E-3: Disturbance of 11 ha of nonnative vegetation types
and 11 ha predominantly native vegetation types, of which 9 ha have been
highly invaded by alien species.
No Action: No direct impacts to native vegetation or habitat
types. Gradual increase in risk of dispersal and possible introduction
of alien species.
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Fire Hazard
|
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W-2, W-3: Reduction in risk from fire to Critical Habitat;
increased risk to ranchland.
No Action: Increased fire hazard from existing condition
with increased traffic volumes.
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EX-2, PTA-1, PTA-3: Reduced fire risk with mitigation.
EX-2: Greater suppression buffer than PTA alts.
PTA-1, PTA-3: Less suppression buffer than EX-2.
No Action: Increased fire hazard from existing condition
with increased traffic volumes.
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EX-3: Minor increase in fire ignition risk from that of
existing condition.
No Action: Increase in fire ignition risk with increased
traffic.
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EX-4A, E-3, Decrease from existing condition due to paved
shoulders.
No Action: Effectively the same as existing condition.
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Waters of the U.S./Wetlands
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W-2, W-3, No Action: No waters of the U.S. No wetlands.
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EX-2, PTA-1, PTA-3, No Action: No waters of the U.S. No
wetlands.
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EX-3: Impact to approximately 2.4 ha of wetlands in native
habitat.
No Action: No impact to wetlands.
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EX-4A: Impact to approximately 0.4 ha of wetlands in native
habitat.
E-3: Impact to approximately 0.5 ha of wetlands in native
habitat, and 2.7 ha of wetlands in agriculturally-disturbed habitat.
No Action: No impact to wetlands.
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Birds
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W-2, W-3, No Action: No negative impacts to native birds
anticipated.
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EX-2: Loss of habitat for native birds. Increased risk
of fire and introduction of alien species to native habitats. Fire risk
minimized with fire shoulders.
PTA-1: Loss of habitat for native birds. Increased risk
of fire and introduction of alien species to native habitats. Fire risk
minimized with fire shoulders.
PTA-3: Loss of habitat for native birds. Increased risk
of fire and introduction of alien species to native habitats. Fire risk
minimized with fire shoulders.
No Action: Indirect impacts on native birds. Increased
traffic, risk of fire, and introduction of alien species. Fire breaks
will not be constructed.
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EX-3: Temporary displacement of individual endemic birds
during construction. Increased risk of loss of kipuka habitat with introduction
of alien species.
No Action: Minor, indirect impacts to native birds with
increasing risk of introduction of alien species.
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EX-4A, E-3, No Action: No negative impacts to native birds
anticipated.
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Mammals
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W-2, W-3, No Action: No negative impacts to Hawaiian hoary
bat anticipated.
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EX-2, PTA-1, PTA-3, No Action: No negative impacts to Hawaiian
hoary bat anticipated.
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EX-3, No Action: No negative impacts to Hawaiian hoary
bat anticipated.
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EX-4A, E-3, No Action: No negative impacts to Hawaiian
hoary bat anticipated.
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Invertebrates
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W-2, W-3: Loss of native snail populations in the eastern
portion of the segment. Increased potential for further dispersal and
possible introduction of alien species.
No Action: No increase in direct impacts to invertebrates.
Gradual increase in risk of fire and dispersal and possible introduction
of alien species.
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EX-2, PTA-1, PTA-3: Impacts to endemic species as a result
of loss of native habitat. Increased potential for further dispersal and
possible introduction of alien species.
No Action: No increase in direct impacts to invertebrates.
Gradual increase in risk of fire and dispersal and possible introduction
of alien species.
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EX-3: Disturbance of 96.5 ha of habitat, all of which is
native vegetation types. Increased risk of dispersal and possible introduction
of alien species in native habitats. Impacts to kipuka.
No Action: No increase in direct impacts to native vegetation
or habitat types. Gradual increase in risk of dispersal and possible introduction
of alien species.
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EX-4A, E-3: Increased potential for impacting cave ecosystems.
Increased potential for further dispersal and possible introduction of
alien species.
No Action: No increase in direct impacts to invertebrates.
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Threatened & Endangered Species
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W-2, W-3, No Action: No increase in direct impacts to threatened
or endangered species.
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EX-2: No direct impacts to Palila Critical Habitat. Increased
risk of wildfire and dispersal and possible introduction of alien species.
PTA-1: Direct modification of 41.5 ha of Palila Critical
Habitat. Increased risk of wildfire and dispersal and possible introduction
of alien species.
PTA-3: Direct modification of 46.1 ha of Palila Critical
Habitat. Increased risk of wildfire and dispersal and possible introduction
of alien species.
No Action: Minor, indirect impacts to threatened and endangered
species with increasing risk of fire and introduction of alien species.
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EX-3: No increase in direct impacts to threatened or endangered
species. Increased risk of dispersal and possible introduction of alien
species.
No Action: Minor, indirect impacts to threatened and endangered
species with increasing risk of dispersal and possible introduction of
alien species.
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EX-4A, E-3, No Action: No increase in direct impacts to
threatened or endangered species.
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Archaeological Resources
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W-2, W-3: A relatively small segment of one eligible historic
linear feature, Old Waimea-Kona Belt Road will be impacted. Adverse effect,
but can be mitigated.
W-3: Impacts to one historic habitation/animal enclosure,
significant for data recovery only. No adverse effect.
No Action: No impacts to archaeological resources.
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EX-2: A relatively small segment of one historic linear
feature, Ka 'ohe Wall, will be impacted. Adverse effect, but can be mitigated.
EX-2, PTA-3: A relatively small segment of one historic
linear feature, Humu'ula Sheep Station Perimeter Wall, will be impacted.
Adverse effect, but can be mitigated.
PTA-1: A relatively small segment of one historic linear
feature, Old Waimea-Humu'ula Wagon Road, will be impacted. Adverse effect,
but can be mitigated. Impacts to one historic fence, significant for data
recovery only. No adverse effect.
No Action: No impacts to archaeological resources.
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EX-3: Relatively small segments of four historic linear
features, Pu 'u 'O 'o-Volcano Trail, Humu'ula Sheep Station Perimeter
Wall, Hilo-Pu 'u 'O 'o Trail, and Old Saddle Road, will be impacted. Adverse
effect, but can be mitigated. Impacts to two historic linear walls and
one historic paving; data collected, no adverse effect.
No Action: No impacts to archaeological resources.
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EX-4A: Impacts to one historic cairn. Site significant
for data recovery only. No adverse effect.
E-3: A relatively small segment of one historic linear
feature,'Ola 'a Flume, will be impacted. Adverse effect, but can be mitigated.
Impacts to Hilo Country Club and Senator Kimi's House; sites significant
for data recovery only. No adverse effect.
No Action: No impacts to archaeological resources.
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Traditional Cultural Properties
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W-2, W-3, No Action: No impacts to Traditional Cultural
Properties (TCP).
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EX-2, PTA-1, PTA-3, No Action: No impacts to Traditional
Cultural Properties.
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EX-3, No Action: Indirect effect to Mauna Kea TCP. No mitigation
required.
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EX-4A, E-3, No Action: No impacts to Traditional Cultural
Properties.
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Section 4(f)
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W-2, W-3, No Action: No use of Section 4(f) Properties.
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EX-2, PTA-1, PTA-3, No Action: No use of Section 4(f) Properties.
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EX-3, No Action: No use of Section 4(f) Properties.
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EX-4A, E-3, No Action: No use of Section 4(f) Properties.
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S.7 CUMULATIVE IMPACTS
Cumulative impacts are the
result of incremental impacts of an action when added to other past, present,
and reasonably foreseeable future actions. Development within the Saddle Road
area and on the island as a whole has resulted in the loss and degradation of
resources unique to the island. The development within the Saddle Road corridor
includes ranching operations, recreational facilities, public use areas, utility
corridors, mining operations, military facilities, hunting units, scientific
research, and residences. Current plans and potential projects under consideration
in the project vicinity include the expansion of Mauna Kea Science Reserve,
the extension of the runway at Bradshaw Army Airfield, the construction of an
additional electric transmission line, the installation of a fiber optics transmission
line, the extension of Puainako Street, and the development of an improved connection
between Mamalahoa and Queen Ka'ahumanu Highways.
An improved roadway would
increase the pressures of growth and development in areas served by Saddle Road.
This would contribute to traffic along Saddle Road and use of the area by residents
and tourists. Increased traffic and increased use of the area regardless of
road improvements are expected to result in further introduction and spread
of alien species, heightened risk of fire, and associated impacts on native
ecosystems and species. Development and land use conversion across the island
have created a trend toward the destruction of cultural resources, reduction
in visual quality, soil erosion, water quality degradation, the destruction
of caves, and the alteration of topographical features. All build alternatives,
and to a lesser extent the No Action Alternative, would contribute to this trend.
S.8 PROPOSED MITIGATION
COMMITMENTS
Mitigation measures have
been developed in order to minimize both short-term and long-term impacts of
the proposed project. Mitigation commitments for impacts to the human environment
are to maintain free-flowing access to existing land uses, provide scenic pullouts
and parking, facilitate emergency access, minimize traffic conflicts, and keep
the public informed of anticipated delays. FHWA will develop relocation assistance
and benefits for any residents displaced by the project. Hazardous materials
and unexploded ordnance will be handled to ensure proper treatment of these
materials. Native Hawaiians will be employed to observe cultural ritual protocol
at the construction site.
Mitigation commitments for
construction impacts to the physical environment are to implement dust and equipment
emission control measures. Prior to construction, FHWA will coordinate with
speleological experts to reduce the risk of impacting caves or lava tubes. Construction
techniques that create natural-appearing roadside surfaces and roadway appurtenances
will be utilized to minimize the visual impact of the project at the location
of cut and fill slopes. Remnant landforms will be removed at select locations.
General mitigation commitments
for impacts to biological resources are to limit surface disturbance to within
the ROW, ensure proper environmental awareness of construction workers, revegetate
appropriate locations, prohibit night-time construction lighting, and adopt
construction practices that minimize dispersion of alien species. An alien plant
species monitoring and control program will be implemented. During final design,
the alignment will be shifted to avoid kipuka. Sensitive habitats like kipuka
will be fenced during construction along the right-of-way (ROW). A fire ecologist
will be contracted to create a fire model(s) and develop a comprehensive fire
management plan. Paved fire breaks will be constructed in areas of critical
fire concern, and emergency call boxes will be provided along the route in fire
prone areas. To offset unavoidable impacts of the project to wetland and aquatic
areas disturbed by the roadway footprint, mitigation commitments will incorporate
restoration efforts to restore and preserve habitat within all portions of the
ROW not essential to the operation and maintenance of the roadway. Restoration
efforts may also include the acquisition or preservation of lands beyond those
needed for ROW. A search for Hawaiian Hawk nests will be conducted within Sections
III and IV prior to construction.
Commitments have been made
to undertake significant mitigative steps to offset potential impacts on federally-designated
Critical Habitat for the endangered Palila. A Palila Mitigation Plan has been
prepared and an associated Memorandum of Understanding (MOU) has been developed
and signed by participatory agencies. Mitigation includes the acquisition and
management of areas for habitat restoration and Palila translocation (FEIS -
Part I, 3.18.3).
Mitigation commitments for
impacts to 19 archaeological sites eligible for the NRHP include avoidance through
the shifting of the alignment, data recovery efforts, the installation of interpretive
signs and pullouts to enhance public awareness, and periodic monitoring during
construction. These commitments have been agreed upon by the Advisory Council
on Historic Preservation (ACHP), State Historic Preservation Office (SHPO),
HDOT, FHWA, and Office of Hawaiian Affairs (OHA) and documented in an executed
Memorandum of Agreement (MOA).
S.9 PROJECT DEVELOPMENT
HISTORY OF THE SADDLE ROAD PROJECT
The following list summarizes
the history of the Saddle Road EIS project and provides notable milestones to
the coordination and public involvement process. Initially, improvements for
Saddle Road had been considered only along the existing alignment within the
boundaries of the PTA. The summary provided begins with the decision to expand
the project planning to include the roadway sections outside of the PTA boundary.
2/91 Interagency
scoping meeting held in Honolulu to discuss various agency needs and concerns
for improvements along existing alignment within PTA. PTA realignment recommendation
presented by U.S. Army representatives. Full EIS anticipated for realignment.
Consensus achieved between most agency representatives, with some reservations,
that realignment would improve public safety.
4/91 Request made
by MTMC that development efforts along the existing alignment be stopped
and efforts be redirected to develop the realignment proposal.
5/91 New estimate
and schedule submitted by FHWA for realignment construction between MP 30
and 43. Cost estimated at $11.3 million. New surveys, mapping, location
studies, and environmental compliance expected to delay initial construction
project. Because HDOT was not agree with realignment proposal, work stopped
by FHWA until agreement between participating agencies could be reached.
6/91 Support for
realignment proposal forwarded by Senator Daniel Inouye and HDOT.
11/91 SEE Team reconvened
to advance project development considering realignment proposal. Need determined
for full EIS for entire Saddle Road from MP 5 to MP 53 to comply with logical
termini requirement.
2/92 Estimate prepared
by FHWA to complete project development, including environmental compliance
from MP 5 to MP 53. Cost estimated at $2.3 million. Interagency meeting
held in Honolulu and public scoping meetings held in Hilo, Waimea, and Captain
Cook. FHWA work suspended pending MTMC consideration of additional project
development requirements.
4/92 HDOT participation
in additional project development funding requested by MTMC.
2/93 $2.34 million
in DAR funds for project development authorized by MTMC.
3/93 Project development
activities resumed. Aerial survey and mapping process for realignment studies
initiated.
5/93 Citizens of
the County of Hawai'i invited to form a task force by Senator Inouye to
solicit and disseminate information about the project within the community
and work with the project development team.
6/93 SEE Team reconvened
for meeting in Honolulu. First citizens task force meeting held (SRTF).
8/93 Mission Statement
adopted and goals identified by SRTF.
1/94 RUST Environment
and Infrastructure selected by FHWA, under an umbrella contract to perform
environmental compliance and preliminary route location design studies.
Okahara & Associates (O & A) selected by RUST for all local project
coordination efforts in Hawai'i. Meeting held between FHWA, RUST, O &
A, SRTF, and various agencies to establish communications and develop schedule
for project development and scoping process.
3/94 Letter of Intent
sent to all interested parties, agencies, and organizations and Notice of
Intent published in Federal Register.
4/94 Notification
of Public Scoping Meetings mailed to all interested parties, agencies, and
organizations.
5/94 Public Scoping
Meetings held in Hilo, Kona, and Waimea. Interagency Scoping Meeting held
in Hilo. SRTF scoping meeting held in Waimea and SEE Team scoping meeting
held in Hilo. Traffic Study completed by RUST. Traffic volumes on Saddle
Road determined to be 900 ADT in 1994 and forecasted to be 14,000 ADT in
2014 with proposed improvements.
6/94 Several SRTF
Meetings held to generate input on project purpose and need.
7/94 Saddle Road
Project Information Centers opened in Hilo and Kona to make project information
available to interested persons and to receive comments. Notices of information
centers published in Hilo and Kona newspapers.
8/94 SRTF Meeting
held to brief members on project development progress and review proposed
alignments developed through scoping process. Field trip to view alternative
alignments conducted. Recommended alternatives developed by SRTF to present
to SEE Team for further consideration.
10/94 SEE Team meeting
held in Hilo to brief team on scoping results, review project objectives
and purpose, and select alternative alignments for further engineering and
environmental study (102 miles of alternatives selected).
11/94 SRTF meeting
held to review project alternatives advanced for further consideration and
project issues and concerns identified. First Saddle Road Newsletter
published and sent to mailing list (approximately 800 distributed).
2/95 Second project
development contract initiated with RUST for surveying, mapping, preliminary
route location design, and environmental field studies and reports on alternatives
developed through scoping process. RUST project team selected, consisting
of 12 subconsultants; 10 locally based in Hawai'i.
3/95 SRTF Meeting
held to brief members on status of project development tasks recently initiated
and receive input on progress, issues, and concerns. Meetings held with
State of Hawai'i Department of Land and Natural Resources (DLNR) to coordinate
rights-of-entry for surveying and environmental inventories; review procedures
of environmental studies for consistency with Conservation District regulations.
Through October of 1995, field work conducted by subconsultants, including
biological, botanical, avian, and archaeological surveys and interviews
of tourists, road users, truckers, and other citizens conducted.
4/95 Interagency
meeting held to brief agencies on project status and schedule for environmental
field inventories and engineering studies. New construction cost estimates
prepared: PTA section $35 million, remainder of Saddle Road $68 million.
8/95 Coordination
meeting held with DOA at PTA to discuss issues and concerns relative to
alternative alignment studies to date.
10/95 Field review
of potential alternative alignments and available mapping for west side
held with RUST and O & A. Critical Interagency meetings held with DOA
and USFWS, DLNR, and NBS to discuss findings of preliminary route location
alternatives and potential environmental effects and to receive comments
on resulting issues and concerns. Funds made available to begin work on
environmental studies portion of RUST contract.
Environmental Assessment
and Notice of Preparation of EIS submitted to Office of Environmental Quality
Control.
11/95 SRTF, SEE Team
and Interagency meetings held to review preliminary alternatives route location
and design and receive input. Line and grade field review of first half
of staked preliminary alignments held with HDOT, RUST, FHWA, and other interested
agencies. Comments incorporated in revisions.
12/95 SRTF meeting
held to review project progress and future project development procedures
and schedule.
2/96 Line and grade
field review of second half of staked preliminary alignments held with RUST
and O & A. Team planning concept initiated for project development.
Environmental Project Manager and Local Coordination Manager appointed.
3/96 Discussions
with U.S. Army Corps of Engineers (USACE) held to perform remaining archaeological
inventories and studies within the PTA.
4/96 SRTF and SEE
Team meetings held. SRTF briefing on project status held at PTA with Senator
Inouye and DOA representatives. SEE Team meeting held to review progress
status and issues and concerns on various project alternatives. Decision
made by SEE Team to eliminate alternatives W-4 and E-1 from further detailed
consideration; concurrence obtained from SRTF. Several meetings held between
FHWA staff and National Biological Service (NBS), USFWS, and USACE to discuss
Palila critical habitat (field trip and mitigation discussions), invertebrate
inventories, archaeological studies in PTA, and wetlands considerations.
Informal consultation initiated with USFWS on critical habitat impact mitigation
for Section 7 Consultation.
5/96 Preliminary
route location design plans completed and exhibits submitted to environmental
subconsultants for study reports. Preliminary Design Study Report completed.
Sixteen invitations for Cooperating Agency status sent; three acceptances
received.
Meetings held between
FHWA staff and U.S. Army Garrison-Hawai'i (USAG-HI), USFWS, Division of
Forestry and Wildlife (Hawai'i), HDOT, and National Biological Service (NBS)
to discuss coordination of DOA's Ecosystem Management Plan (EMP) with Palila
mitigation effort and general elements of a Palila Mitigation Plan as proposed
by NBS. First draft of a specific mitigation proposal with cost estimates
presented by NBS.
6/96 Workshop given
by FHWA, Hawai'i Division, to subconsultant team on EIS Preparation. New
construction cost estimates submitted based on preliminary design received
from consultants: PTA, $34 million to $40 million; remainder of Saddle Road,
$92 million to $106 million. Cost dependent on alternative selected.
7/96 Modification
made to RUST contract to provide for biological survey and report on invertebrate
species as required by USFWS, research to assess social effects of alternatives
relative to Native Hawaiian culture, and extend the authority of existing
subconsultant to provide archaeological and historical properties investigations
within PTA in lieu of USACE. State participation in funding of Saddle Road
project development effort committed by HDOT.
8/96 Meetings held
between FHWA staff and USAG-HI regarding coordination of their EMP efforts
with Saddle Road mitigation proposals. Discussions held with new subconsultant
to develop Public Information Program (newsletters followed). Additional
cultural properties field inventories initiated within PTA.
9/96 Meeting held
with subconsultant to initiate compilation of Biological Assessment (BA)
as required for Section 7 consultation of |