Traffic Analysis Dec 2002Preliminary Concept Report
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-84 -Ten Mile Interchange
Meridian, Idaho
Prepared for:
City of Meridian
Eastbourne Investments, LTD
Prepared by:
Earth Tech
3071 E. Franklin Road, Suite 301
Meridian, ID 83642
(208) 855-2000
December 23, 2002
TABLE OF CONTENTS
PURPOSE ...................................................................................................
LOCAL CONTACTS ..................................................................................
PROSECUTION OF WORK ......................................................................
BASIC DATA .............................................................................................
STUDY ALTERNATNES .........................................................................
GEOMETRIC ANALYSIS .........................................................................
Alternate 1 -Standard Diamond ...........................................................
Description ......................................................................................
Advantages ......................................................................................
Disadvantages ................................................................................. .
Phasing Possibilities ........................................................................
Alternate 2 -Offset Diamond ...............................................................
Description ......................................................................................
Advantages ......................................................................................
Disadvantages ..................................................................................
Phasing Possibilities ........................................................................
Alternate 3 -Modified Loop ............................................
Description .......................................................................................
Advantages .......................................................................................
Disadvantages .................................................................................. ,
Phasing Possibilities .........................................................................
Alternate 4 -Offset Single Point Urban IC (SPUD ...............................
Description .......................................................................................
.Advantages .......................................................................................
Disadvantages .................................................................................. .
Phasing Possibilities .........................................................................
PUBLIC INVOLVEMENT ..........................................................................
CONCLUSION ............................................................................................
PURPOSE
This project is located in Ada County just southwest of Meridian, Idaho and North of Kuna, Idaho. It
consists of the construction of a new interchange at Ten Mile Road and Interstate 84 (I-84). A vicinity
map can be found in Figure 1. In close proximity, there exists three interchanges that are currently at or
_ near capacity; Eagle Road at mile post 46, Meridian Road at mile post 44, and Garrity Road at milepost
38. It has been determined that these facilities could not be expanded to accommodate future traffic
demands prompting the need for a new facility. "The I-84 Corridor Study", adopted by the Community
_ Planning Association in October of 2001, recommends that the first new interchange for the interstate
corridor be located at Ten Mile Road and it is identified as being required by 2010. The purpose of this
report is to compare four interchange layout designs at Ten Mile Road. The study will focus on traffic
demands, construction costs, right-of--way needs, environmental impacts, and affects to the local
- community.
Ten Mile Road crosses I-84 at approximately mile post 42.0. It is classified as an arterial roadway by the
-- Ada County Highway District (ACHD) and currently consists of two, 12 foot lanes and shoulders which
vary from 1 foot to three feet. Since Ten Mile Road is centered on a section line, it is anticipated that it
will be widened to five lanes for the over pass, and in the vicinity of the interchange. Full widening of
Ten Mile Road is not part of the scope of this study. Ten Mile Road is under the jurisdiction of the Ada
County Highway District. ACHD is not a participant in this project at this time, and does not have the
Widening of Ten Mile Road included in their Capital Improvement Plan.
I-84 is under the jurisdiction of the Idaho Transportation Department. I-84 currently consists of two
through lanes in each direction at the location of the project. The I-84 Corridor Study states that I-84 will
require three lanes in each direction by 2010 and four lanes in each direction by 2020.
This report has been commissioned by the City of Meridian and Eastbourne Development Company.
Eastbourne Development has identified this location as a potential site for major development and would
-' benefit from the construction of the interchange. The City of Meridian has long been a proponent of an
interchange at this location.
LOCAL CONTACTS
ACHD attended several meetings at the start of the project and has been advised of the progress of the
study. They are in agreement with the findings of the I-84 Corridor Study concerning the necessity and
importance of this interchange.
Steve Siddoway with the City of Meridian Planning and Zoning Department has been involved in the
planning and preparation of the report. We have had two progress meetings with the Meridian City
"~ Council to advise them of our findings, and will present our report to them upon completion.
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- PROSECUTION OF WORK
It is anticipated that Ten Mile Road will need to be shut down during the construction of the overpass.
- The shut down will require several months. The likely alternate route will be Meridian Road located two
miles to the east. It can be accessed via Overland Road to the south of the freeway and Franklin Road to
the North of the freeway. The other alternate route will be Black Cat Road located one mile to the west.
It can be accessed via Franklin Road north of I-84 and Lamont Road or Victory Road south of I-84.
Construction of the overpass will require removal of traffic from I-84 in one direction at various times. I-
_ 84 will remain open by restricting traffic to one lane and moving it to the opposite side with the
construction of a cross over. Lane closures on I-84 will only occur during night time. Alternate routes
include Franklin Road, and Cherry Lane, both to the north of I-84.
Since this is a preliminary concept report, the Phase I Materials Report is not included in the work.
Preliminary environmental investigations have been completed but will require further development at the
Concept Report Stage and at the preliminary design stage.
BASIC DATA
The study parameters included the following:
- 1. Minimum right-of--way needs to allow for future traffic projections
2. Provide for the future widening of I-84 to four lanes each direction by the year 2025
3. Provide an access road for future development between I-84 and Franklin Road
-- 4. Relieve congestion for I-84 and existing interchanges in the area
The information used to develop this study included traffic and demographic data from COMPASS and
current aerial photographs.
The pavement sections are assumed for purposes of estimating quantities and costs of aggregate and
_ asphalt concrete. ITD standard budget costs for structures and roadway items were used and allowances
for mobilization, right-of--way, and displacement costs were included.
_. Each alternative provides for sufficient right-of--way between termini to accommodate the required travel
lanes, curb and gutter, turn lanes as warranted, and bicycle/pedestrian facilities as appropriate to meet
AASHTO standards.
- Based on a fundamental analysis of intersection capacity, the new interchange facility would operate at an
acceptable level of service in the vicinity of the I-84 entrance/exit ramps. Please refer to the traffic
analysis for more details. The Overland Road intersection will be designed to meet AASHTO standards
- for the proper level of service with sufficient right-of--way purchased to accommodate final design
considerations.
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STUDY ALTERNATIVES
Four conceptual interchange layouts were studied and compared for this report. These alternatives are as
follows:
1. Standard Diamond IC
2. Offset Diamond IC -Ten Mile Road shifted to the east
- 3. Modified Loop IC -Loop design for eastbound exit ramp
4. Offset Single Point Urban IC -Eastbound entrance/exit ramps shifted to the north side of I-84
Additional IC layouts were considered and found not acceptable due to extensive costs and/or right-of-
way requirements. Refer to the Traffic Analysis attached to this report for more detail.
GEOMETRIC ANALYSIS
Each alternative includes a new overpass structure to accommodate the future widening of I-84 to eight
lanes. In addition, all entrance and exit ramps are one lane only except at the ramp termini where turn
lanes are added where appropriate to accommodate future traffic projections. All ramp terminus will be
signalized as well as the intersection of Overland Road and Ten Mile Road. Overland Road and Ten Mile
Road has been included due to the proximity of Overland to the eastbound off ramp in three of the
alternatives. Ten Mile Road will consist of five lanes from Overland Road north through the interchange
area before transitioning to a three lane section. Additional turn lanes will be added where appropriate as
well as bicycle/pedestrian facilities, a storm water drainage system, and curb and gutter. All design
elements meet AASHTO design requirements.
For detailed information about intersection layouts, refer to the Traffic Analysis report attached to this
study. For a detail estimate for each alternate, refer to the appendix.
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Alternate 1-Standard Diamond
This alternative is illustrated Figure 2.
The estimated cost associate with this alternative is:
- Construction: $10,569,000
Right-of--way: $4,262,400
Other Costs $2,499,600
- Displacements 13
Total Estimated cost for the construction is estimated to be $16,331,000, which includes preliminary
engineering and contingencies. Details for the estimate are shown in Table 1 at the end of this report.
Description
- The standard diamond includes directional on and off ramps in all four quadrants. The termini will widen
out to accommodate free right turn lanes in all directions. Additional left turn lanes will be added to both
exit ramps. The existing horizontal alignment for Ten Mile Road will remain the same while minor
-- adjustments to the vertical alignment will be required to accommodate the proposed structure over I-84.
Ten Mile Road, at the structure will have seven lanes to accommodate the necessary traffic movements
for the intersections.
The off ramp intersections will be located proper distance from the overpass structure to allow proper
sight distance and spacing for coordination timing.
- Both off ramp intersections will be signalized and include left turn bays for left turns on to the on ramps.
Right tum lanes will be included for on ramps.
It is expected that the overpass structure will be required to be six lanes wide to accommodate two
through lanes of trafftc in each direction, and dual left turn lanes for the on ramps. It is anticipated that
the structure will be two-span with a pier in the middle of the interstate. The span could be reduced with
-- the construction of retaining walls at the abutment as opposed to fill slopes.
Ten Mile Road will transition to a two-lane section beyond the interchange site to match existing
conditions.
It is anticipated that a noise barrier will be required in the southwest quadrant of the interchange. The
cost for the sound wall is included in the cost of this project, but the sound wall may be required and
constructed if the interstate is widened to three lanes prior to the construction of the interchange.
Advantages
The alignment of Ten Mile Road will remain in place, allowing a straight north-south movement.
- Most of the right-of--way required for construction is currently undeveloped.
The off ramp intersections will not have opposing left turn or through movements in the east-west
- direction. Therefore delay at these intersections can be minimized.
The off ramps may be spaced adequately for signal coordination.
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..._ The proposed configuration of the interchange does not violate any driver expectations. All movements
are in conformance with typical interchange layout and design.
Disadvantages
The off ramp in the south-west quadrant will impact several existing residential houses, many of which
will require demolition and relocation of residents.
The east bound off ramp will intersect Ten Mile Road very close to Tasa Drive. Movements at Tasa
Drive may have to be restricted.
The east bound off ramp will be located about 700 feet from Overland Road. The intersection of Overland
- Road and Ten Mile Road will need to be signalized along with the off ramp intersection. The spacing of
these two signalized intersections is not conducive to proper traffic operations.
Phasing Possibilities
If funding is limited, the project could be reduced in scope to accommodate 2010 traffic for immediate
need with the understanding that the project will widened for 2025 traffic when funding becomes
available.
- The overpass structure could be reduced from six lanes to four for the short term. The bridge foundations
and abutments would have to be designed for six lanes, with only the decking being added.
-- Off and on ramps could be constructed for 2010 traffic conditions, resulting in a reduction in the number
of lanes. Storm drain systems, signals and other infrastructure items would be constructed for 2025
conditions. Right-of--way would have to be purchased for 2025 conditions. This phasing option would
reduce the amount of borrow required and the amount of paved surface.
Although the costs of phasing options were not estimated, the savings would not be significant. There
,_ would be increased overall costs to implement the phasing.
L:\WORK\57769_10-Mile\Trans\docs\Concept\Prelim Concept Report.doc Page 6
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Figure 2
.., Alternate 2 -Offset Diamond
This alternative is illustrated in Figure 3.
The estimated cost associate with this alternative is:
,_, Construction: $10,356,000
Right-of--way: $3,579,500
Other Costs $1,599,500
_ Displacements 5
Total Estimated cost for the construction is estimated to be $15,535,000, which includes preliminary
engineering and contingencies. Details for the estimate are shown in Table 1 at the end of this report.
Description
-- In order to lessen the impact to the residential development in the southwest quadrant, the alignment of
Ten Mile Road is moved about six hundred feet to the east. It will intersect at Overland Road in a T
intersection. This causes the overpass structure to cross I-84 at a skew, lengthening the bridge.
The offset diamond shares the same design features as the standard diamond with respect to the entrance
and exit ramps. All lane configurations for both the ramps and Ten Mile Road are the same as those for
the standard diamond.
Both off ramp intersections will be signalized and include left turn bays for left turns on to the on ramps.
Right turn lanes will be included for on ramps.
It is expected that the overpass structure will be required to be six lanes wide to accommodate two
through lanes of traffic in each direction, and dual left turn lanes for the on ramps. The eastbound off
ramp deceleration lane will pass under the overpass, so the structure will need to be twelve feet longer
than the other alternatives. It is anticipated that the structure will be two-span with a pier in the middle of
the interstate. The span could be reduced with the construction of retaining walls at the abutment as
opposed to fill slopes.
Ten Mile Road will transition to a two-lane section beyond the interchange site to match existing
.~ conditions.
It is anticipated that a noise barrier will be required in the southwest quadrant of the interchange. The
,_ cost for the sound wall is included in the cost of this project, but the sound wall may be required and
constructed if the interstate is widened to three lanes prior to the construction of the interchange.
Advantages
.,
This alternative will involve less impact on existing houses located in the southwest quadrant of the
interchange. This will reduce the cost of the project as well as the environmental impacts.
Most of the right-of--way required for construction is currently undeveloped.
-~ The off ramps may be spaced adequately for signal coordination.
L:\WORK\57769_10-Mile\Trans\docs\Concept\Prelim Concept Report.doc Page 8
The proposed configuration of the interchange does not violate any driver expectations. All movements
- are in conformance with typical interchange layout and design.
- Disadvantages
The relocation of Ten Mile Road requires a greater amount of right-of-way than the conventional
diamond interchange.
The overpass will be longer than the standard diamond interchange, which will result in more square
footage of structure and a higher square footage cost.
The realignment of Ten Mile Road will result in a disconnect for southbound Ten Mile Road south of
Overland. This may create additional traffic problems for traffic south of the interstate.
Phasing Possibilities
- If funding is limited, the project could be reduced in scope to accommodate 2010 traffic for immediate
need with the understanding that the project will widened for 2025 traffic when funding becomes
available.
The overpass structure could be reduced from six lanes to four for the short term. The bridge foundations
and abutments would have to be designed for six lanes, with only the decking being added.
Off and on ramps could be constructed for 2010 traffic conditions, resulting in a reduction in the number
of lanes. Storm drain systems, signals and other infrastructure items would be constructed for 2025
conditions. Right-of--way would have to be purchased for 2025 conditions. This phasing option would
"" reduce the amount of borrow required and the amount of paved surface.
Although the costs of phasing options were not estimated, the savings would not be significant. There
~-- would be increased costs to implement the phasing.
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Figure 3
Alternate 3 -Modified Loop
This alternative is illustrated in Figure 4.
The estimated cost associate with this alternative is:
.... Construction: $9,325,000
Right-of--way: $2,595,700
Other Costs: $1,500,300
r Displacements 2
Total Estimated cost for the construction is estimated to be $13,421,000, which includes preliminary
engineering and contingencies. Details for the estimate are shown in Table 1 at the end of this report.
Description
-' The modified loop interchange uses a loop ramp for the eastbound off ramp. All other on and off ramps
will be constructed as standard diamond interchange ramps. The construction of the eastbound off ramp
as a loop reduces right-of--way requirements in the southwest quadrant of the interchange, reducing the
- need for relocation of existing residents.
The eastbound off ramp is located coincident with Tasa Drive. This will avoid a poor alignment situation
with Tasa. The design speed for the loop ramp is 30mph and is one lane in width except for the terminus.
The intersection with Ten Mile Road will include a free right turn lane for northbound traffic.
,_ Both off ramp intersections will be signalized and include left turn bays for left turns on to the on ramps.
Right turn lanes will be included for on ramps.
It is expected that the overpass structure will be required to be six lanes wide to accommodate two
_ through lanes of traffic in each direction, and dual left turn lanes for the on ramps. The eastbound off
ramp deceleration lane will pass under the overpass, so the structure will need to be twelve feet longer
than the other alternatives. It is anticipated that the structure will be two-span with a pier in the middle of
"' the interstate. The span could be reduced with the construction of retaining walls at the abutment as
opposed to fill slopes.
Ten Mile Road will transition to a two-lane section beyond the interchange site to match existing
conditions.
,.., It is anticipated that a noise barrier will be required in the southwest quadrant of the interchange. The
cost for the sound wall is included in the cost of this project, but the sound wall may be required and
constructed if the interstate is widened to three lanes prior to the construction of the interchange.
Advantages
This alternative will involve less impact on existing houses located in the southwest quadrant of the
interchange. This will reduce the cost of the project as well as the environmental impacts.
Most of the right-of--way required for construction is currently undeveloped.
The free right turn on the east bound loop for north bound traffic will eliminate the need for a large left
turn movement, resulting in an improved level of service for the intersection.
L:\WORK\57769_10-Mile\Trans\docs\Concept\Prelim Concept Report.doc Page 11
-- The off ramps may be spaced adequately for signal coordination.
The proposed configuration of the interchange does not violate any driver expectations. All movements
_ are in conformance with typical interchange layout and design.
Since the loop ramp will be located further south than the eastbound off ramp of the diamond interchange,
_ the westbound off ramp could also be located further south. This would offset right-of--way costs required
for the loop.
"~ Disadvantages
The loop ramp requires a greater amount ofright-of--way than the conventional diamond interchange.
The eastbound loop off ramp intersection with Ten Mile Road will be located close to the existing
intersection of Ten Mile Road and Overland Road.
The Ten Mile overpass will need to be at least 12 feet longer than other alternatives, which will mean
more structure are and a higher cost per square foot of structure.
Phasing Possibilities
If funding is limited, the project could be reduced in scope to accommodate 2010 traffic for immediate
need with the understanding that the project will widened for 2025 traffic when funding becomes
available.
The overpass structure could be reduced from six lanes to four for the short term. The bridge foundations
and abutments would have to be designed for six lanes, with only the decking being added.
Off and on ramps could be constructed for 2010 traffic conditions, resulting in a reduction in the number
of lanes. Storm drain systems, signals and other infrastructure items would be constructed for 2025
.-. conditions. Right-of--way would have to be purchased for 2025 conditions. This phasing option would
reduce the amount of borrow required and the amount of paved surface.
Although the costs of phasing options were not estimated, the savings would not be significant. There
would be increased costs to implement the phasing.
L:\WORK\57769_10-Mile\Trans\docs\Concept\Prelim Concept Report.doc Page 12
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Figure 4
Alternate 4 -Offset Single Point Urban IC (SPUD
This alternate is illustrated in Figure 5.
The estimated cost associate with this alternative is:
- Construction: $13,301,000
Right-of--way: $1,888,600
Other Costs: $1,800,400
- Displacements: 2
Total Estimated cost for the construction is estimated to be $16,988,000, which includes preliminary
- engineering and contingencies. Details for the estimate are shown in Table 1 at the end of this report.
Description
"' A single point urban interchange is constructed so the off ramps coincide at one intersection instead of
two. The off ramps will then require one signal instead of two, making for easier signal operations.
Single point interchanges also use less right-of--way, so they become economical in urban areas where
- right-of--way costs are high. In a typical single point interchange, the off ramps intersect above or below
the highway, again, to reduce right-of--way requirements. Since right-of--way costs are not critical in this
situation, the off ramp intersection is located on the north side of Interstate 84.
As a result, the eastbound ramp movements are shifted north and will require the addition of two multi-
span bridge structures. The off ramp structures would be one lane, but would cross the interstate at non-
_ right angles. This will result in longer structures. Retaining walls would also be necessary for the ramps
due to the proximity of the ramps to the interstate.
- The overpass structure has six lanes because the double left turn lane for the north bound approach would
extend on to the structure. The length would be of the same length as the diamond interchange. The
length of the overpass could be shortened with the construction of retaining walls at the abutment as
opposed to fill slopes.
At the off ramp intersection and Ten Mile Road, Ten Mile Road widens to eight lanes at the ramp
terminus to accommodate right turn lanes. Both off ramps will require double left turn lanes. The
~- intersection has free right turns in all directions, and dedicated double turn lanes for north and south
approaches. This intersection will need to be signalized.
- Ten Mile Road will transition to a two-lane section beyond the interchange site to match existing
conditions.
- A noise barrier will be required in the southwest quadrant of the interchange. The elevated ramps may
function as a noise barrier. The noise barrier may be required for the widening of I-84. In this case, the
elevated ramps may reduce the need for noise barrier of that project.
Advantages
This alternative reduces the number of signalized intersections from Overland Road to Franklin Road
"' from four to three. The signalized intersection spacing could be at 1/3 of a mile, which meets ACRD
requirements with respect to signal spacing.
L:\WORK\57769_10-Mile\Trans\docs\Concept\Prelim Concept Report.doc Page 14
The operational characteristics of the signals on Ten Mile Road would be improved with the signal
- spacing. The proximity to Overland Road would not be a problem.
This alternative requires minimal displacements and right-of--way needs.
This option may have phasing possibilities.
_ Disadvantages
The additional structures result in increased cost.
- Although this on and off ramp configuration does not violate driver expectations, having the westbound
on ramp on the north side of the interstate would be an unusual configuration in this area.
-' The overall delay on Ten Mile Road would be reduce, but the delay to the off ramps would increase due
to the accommodation of additional movements at the intersection. The additional delay at the off ramps
would not impact the interstate.
The off ramp structures would not only be long, but would be curvilinear, which will increase costs.
_.. Phasing Possibilities
The off ramps could be constructed without replacement of the Ten Mile Road overpass, however, the
- traffic projections indicate that the Ten Mile Road overpass would need to be widened by 2010. This
would only be an interim possibility.
_ The overpass structure could be reduced from six lanes to four for the short term. The bridge foundations
and abutments would have to be designed for six lanes, with only the decking being added.
Off and on ramps could be constructed for 2010 traffic conditions, resulting in a reduction in the number
of lanes. Storm drain systems, signals and other infrastructure items would be constructed for 2025
conditions. Right-of--way would have to be purchased for 2025 conditions. This phasing option would
reduce the amount of borrow required and the amount of paved surface.
Although the costs of phasing options were not estimated, the savings would not be significant. There
would be increased costs to implement the phasing.
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PUBLIC INVOLVEMENT
At this time, no public meetings have taken place to discuss the proposed Ten Mile IC. Public meetings
- were held with respect to the I-84 Corridor Study, which reflects the location of the Ten Mile IC. Please
refer to that report for more information. A public meeting for this project will be held when ITD has
reviewed and accepted the report.
CONCLUSION
The need for an interchange at this location has been already been addressed through COMPASS. This
study demonstrated four different alternatives that meet the projected traffic in the design year of 2025.
-- Each one having strengths and weaknesses associated with cost, right-of--way needs, or impacts to the
local community. With the neighboring interchanges already at full capacity and without the ability to
increase their capacity, the Ten Mile IC is a much needed asset to the I-84 corridor.
L:\WORK\57769_10-Mile\Trans\docs\Concept\l'relim Concept Report.doc Page 17
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TEN MILE INTERCHANGE
.... C OST ESTIMATE COMPARISON E a R r H~ T E C H
Date: 12/16/2002
Rev. Date:
Job No: 57769.05
Standard
'-' Diamond Offset Diamond Modified Loop Offset SPUI
Item Description
1 Preliminary Engineering 1,500,000 1,600,000 1,500,000 1,800,000
"- 2 Right-of-Way
Property Purchase (Total @ Undev.) 2,246,406 2,807,487 2,286,723 1,577,552
Home Displacement Costs 1,950,000 750,000 300,000 300,000
Building Demolition 60,000 20,000 8,000 8,000
Misc. Demo & Removals 6,000 2,000 1,000 1,000
Subtotal 4,262,406 3,579,487 2,595,723 1,886,552
3 Utilities Adjustment/Work 50,000 10,000 50,000 50,000
4 Grading (Earthwork)
Clear & Grub (Non-vegative areas) 7,500 10,500 7,800 6,000
Excavation, Haul & Subgrade Prep. 140,000 147,000 157,500 105,000
Granular Borrow (in place) 747,600 777,900 489,600 1,830,000
Topsoil Strip & Stockpile (0.5') 18,000 25,500 18,750 15,000
Remove & Pulverize Exist. Roadways 33,300 33,300 33,300 33,300
Demolish Existing Bridge 50,000 50,000 50,000 50,000
Obliteration of Old Road - 10,000 - -
-" Misc. Earthwork 94,640 99,420 70,695 198,930
Subtotal 1,091,040 1,153,620 827,645 2,238,230
_ 5 Drainage & minor Structures
a. Drainage
Drop Inlets 15,000 15,000 15,000 15,000
Manholes 16,000 16,000 16,000 16,000
"' Piping 35,000 35,000 35,000 35,000
Oil & Sediment Box 10,000 10,000 10,000 10,000
Retention Basins 40,000 40,000 40,000 40,000
Detention basins 24,000 24,000 24,000 24,000
Temp. Erosion & Sediment Control 20,000 20,000 20,000 20,000
Misc. Drainage Facilities 16,000 16,000 16,000 16,000
_. Subtotal 176,000 176,000 176,000 176,000
b. Irrigation
10 Mile Box Culverts 37,500 37,500 37,500 37,500
~-- Misc. Irrig. Culverts 17,500 17,500 17,500 17,500
Misc. Irrig. Structures 10,000 10,000 10,000 10,000
Remove Structures & Culvert Pipe 10,000 10,000 10,000 10,000
Misc. Irrigation Work 7,500 7,500 7,500 7,500
Subtotal 82,500 82,500 82,500 82,500
6 a. Base
- Base Course 856,800 318,500 326,200 410,790
Granular Sub-base 335,200 392,880 409,600 148,552
Misc. Areas 119,200 71,138 73,580 55,934
Subtotal 1,311,200 782,518 809,380 615,276
Cost-10 Mile Comparison-2 Page 1 of 2
TEN MILE INTERCHANGE ~~
.... COST ESTIMATE COMPARISON E A R T H `)
`/ 7 E C H
Standard
_ Diamond Offset Diamond Modified Loop Offset SPUI
Item Description
b. Pavement
Plant Mix 555,000 540,000 552,900 447,300
- Misc. Areas 55,500 54,000 55,290 44,730
Subtotal 610,500 594,000 608,190 492,030
_ 7 Railroad Crossing
8 a. New Bridge
-84 Overpass 2,328,000 2,532,000 2,472,000 1,862,400
- Ramp AB/I-84 1,433,000
Ramp BC/I-84 1,089,000
Ramp AB MSE Wall 480,000
Ramp BC MSE Wall 480,000
Subtotal 2,328,000 2,532,000 2,472,000 5,344,400
9 Traffic Items
- Delineators, Pv'mnt Markings... 15,000 15,000 15,000 15,000
Signing 75,000 75,000 75,000 75,000
Lighting w/ Electrical 60,000 60,000 60,000 60,000
- Signaling ~ 540,000 540,000 540,000 180,000
Misc. Items 69,000 69,000 69,000 33,000
Subtotal 759,000 759,000 759,000 363,000
- 10 Construction Traffic Control
Traffic Control Devices 80,000 80,000 80,000 80,000
Traffic Detour Routing/Crossovers 120,000 120,000 120,000 120,000
.... Flaggers 62,500 62,500 62,500 75,000
Misc. Traffic Control 26,250 26,250 26,250 27,500
Subtotal 288,750 288,750 288,750 302,500
^' 11 Detours 0 0 0 0
12 Other
Curb & Gutter 31,850 35,035 31,720 31,850
Sidewalk 73,500 80,750 73,500 73,500
Landscaping 500,000 500,000 500,000 500,000
Fencing 100,000 100,000 100,000 100,000
- Guard Rails (Bridge Teminals) 8,000 8,000 8,000 8,000
Sound Walls (10' High) 1,080,000 1,200,000 720,000 420,000
Fees & Permits 0 0 0 0
-- Misc.ltems 179,335 192,379 143,322 113,335
Subtotal 1,972,685 2,116,164 1,576,542 1,246,685
_ 13 Cost of Construction (Items 3-12) 8,670,000 8,495,000 7,650,000 10,911,000
14 Mobilization ( 6% of Item 13) 520,000 510,000 459,000 655,000
15 Engineering & Contengencies 1,379,000 1,351,000 1,216,000 1,735,000
( 15% of Items 13+14)
16 Total Construction Cost (13+14+15) 10,569,000 10,356,000 9,325,000 13,301,000
17 Total Projcect Cost (1+2+16) 16,331,000 15,535,000 13,421,000 16,988,000
Cost-10 Mile Comparison-2 Page 2 of 2
PRELIMINARY ENVIRONMENTAL EVALUATION
ITD-654 1-01 W
WORK AUTH.
- PRELIMINARY ENVIRONMENTAL EVALUATION
DATE 12-04-2002 DISTRICT 3 ROUTE # I-84 CITY/COUNTY Ada County
'ROJECT NAME Ten Mile I
PROJECT #
~ERMINI (mp to mp)
MP 41.5 to MP 42.5
KEY #
PROGRAM YEAR 2005
-ACRES OF NEW R/W: Public Private 24.0 - 43.0 (Discuss the existing use of RNV to be acquired, plus adjacent
land use, zoning, development plans, etc., on attached Environmental Evaluation Summary sheet.)
LOCATED ON INDIAN RESERVATION, TRIBAL LANDS, ETC.? ^Yes ®No
SIR QUALITY: ^ Attainment Area Non-Attainment Area: ®CO ^ PM 10 ^ PM 2.5 ^ Exempt Project
i YPE ONE PROJECT: (i.e., New location, substantial alignment change, addition of athrough-traffic lane): ® Yes ^ No
-"EDESTRIAN/BICYCLE PROVISIONS: Existing
CONSTRUCTION IMPACTS REQUIRING SPECIAL PROVISIONS:
Proposed Yes
PROJECT PURPOSE AND BENEFITS: [Double mark (xx) the item below that best describes the Primary Reason for Proposing this Proiect.
- Single mark (x) all Other Relevant Itemsl
Maintain/Improve User Operating Conditions _ Enhance Accessibility for the Disabled/Safety
x Maintain/Improve Traffic Flow x Enhance Pedestrian Safety and/or Capacity
Time Savings x Enhance Bicycle Safety and/or Capacity
x Increase Capacity _ Traffic Composition Enhancement (e.g., Truck Route, HOV Lane, Climbing Lane)
Reduce Congestion _ Visual/Cultural Enhancement (e.g., Landscaping, Historic Preservation)
Hazard Reduction _ Environmental Enhancement (e.g., Air Quality, Noise Attenuation, Water Quality)
__ Reduce Highway User Operating Costs _ Economic Prudence (e.g., Repair Less Expensive than Replacement, B/C Ratio)
_ Other, List (e.g., Driver Convenience and Comfort regarding Rest Area Projects):
..pOES THE PROJECT IMPACT ANY OF THE FOLLOWING? (If YES, describe on the reverse side or an attached sheet)
Noise Criteria Impacts* ®Yes ^ No
2. Change in Access or Access Control ®Yes ^ No
3. Change in Travel Patterns ®Yes ^ No
-. Neighborhood or Service Impacts ^Yes ®No
~. Economic Disruption ^Yes ®No
ci. Inconsistent w/Local or State Planning ^Yes ®No
7.
- Minorities, Low Income Populations ^Yes ®No
~. Displacements* ®Yes ^ No
~. Section 4(f) Lands-DOT Act 1966* ^Yes ®No
(i.e., Public Parks/Rec. AreaslTrails,
- Wildlife/ Waterfowl Refuges, Wild or
Scenic Rivers, Historic Sites/Bridges
Archaeological Resources)
10. LWCF Recreation Areas/6(f) Lands* ^Yes ®No
11. Section 106-Nat. Hist. Preser. Act` ®Yes ^ No
2. FAA Airspace Intrusion** ^Yes ®No
3. Visual Impacts ^Yes ®No
14. Prime Farmland,* Parcel Splits ®Yes ^ No
,~5. Known/Suspected "Hazmat" Risks ^Yes ®No
6. Wildlife/Fish Resources, Habitat** ^Yes ®No
17. Threatened/Endangered Species* ^Yes ®No
^ Listed ^ Proposed
18. Air Quality Impacts ®Yes ^ No
19. Inconsistent w/Air Quality Plan ^Yes ®No
^ SIP ^ TIP
20. Stream Alteration/Encroachment*" ^Yes ®No
^ IDWR ^ F&G ^ COE (404)
21. Flood Plain Encroachment* ^Yes ®No
^ Longitudinal ^ Transverse
22. Regulatory Floodway ^Yes ®No
^ PE Cert. & FEMA Approval ^ Revision
23. Navigable Waters** ^Yes ®No
^ CG (Sec. 9) ^ COE (Sec. 10) ^ Dept. Lands
24. Wetlands* ®Yes ^ No
® Jurisdictional** (404) ^Non-Jurisdictional
25. Sole Source Aquifer ^Yes ®No
^ Exempt Project ^Non-Exempt**
26. Water Quality, Runoff Impacts ^Yes ®No
^ NPDES-Individual ^ DEQ
27. NPDES-General Permit ®Yes ^ No
(If no, complete sediment-erosion control plan)
*If yes to these items, supplemental reports or documentation are required (e.g., Relocation Report; Wetlands Determination/Finding; Fish
and Wildlife Species List Update; ITD-868, Flood Plain Encroachment, SCS Form AD-1006, Biological Assessment, etc.).
**If yes to these items, a letter of input is required from the appropriate agency.
(See Reverse Side)
ITD-654 1-01 W
(Reverse Side)
IT IS RECOMMENDED THAT:
A. The project does not individually or cumulatively have a significant adverse effect on the human environment.
(Categorical Exclusion) ^ 23 CFR 771.117(c), i.e., Special and Programmatic
^ 23 CFR 771.117(d), i.e., FHWA Approval
^~ B. There is insufficient information to support A above or no precedent exists. (Environmental Assessment)
t] C. The project will result in a significant effect on the human environment. (Environmental Impact Statement)
r'REPARED BY
_ Consultant or District Environmental Planner Signature Date
_ Typed or Printed Name
CONDUCT A SITE REVIEW TO COORDINATE AND VERIFY THE INFORMATION ON THE ENVIRONMENTAL EVALUATION
REVIEWED BY
District Environmental Planner or Project Development Engineer Signature Date
Typed or Printed Name
_ DO NOT SUBMIT THE ENVIRONMENTAL EVALUATION UNTIL ALL ITEMS ARE COMPLETE
See format in Section 3.4 of the Design Manual
PROJECT DESCRIPTION (if not attached): The project proposes an interchange at Ten Mile Road and I-84 in western Ada
County. It will consist of replacing the existing bridge structure over I-84, reconstructing approximately '/z mile of Ten Mile
...Road, and the construction of the entrance and exit ramps to the interstate highway. Additional improvements may be necessary
depending on future traffic projections.
The legal description of the project area is as follows: T3N, R1W, Sections 14 and 15. A vicinity map can be found attached to
his letter for your reference.
Preliminary Environmental Evaluation
Attachment to Form ITD - 654
Right-of-Wax
It is estimated that between 24 to 43 acres of land would be needed to build the proposed interchange
at Ten Mile Road. The affected land is mainly rural with a small residential area located south of
_ I-84, west of Ten Mile Road. Displacements are anticipated with the construction of the proposed
interchange. Depending on the type of facility, 2 to 13 displacements can be expected.
T72e following comments are in reference to the impact sectio~z of Form ITD-654
1. Noise Criteria Impacts
It is anticipated that the increase in traffic volume along Ten Mile Road will cause an adverse effect
on residences bordering its corridor. In addition, the traffic volumes in association with the exit and
entrance ramps of the proposed interchange may also contribute to noise levels above the abatement
criteria. A noise study will be required as part of the design for the proposed project.
2. Change in Access or Access Control
The State Highway Access Control policy will be followed for this project. The proposed
interchange will have Type V access which will include Ten Mile Road in the area of the I-84
Corridor.
3. Chanl?e in Travel Patterns
"` The proposed interchange at Ten Mile Road will give immediate access to the I-84 Corridor for the
neighboring public. As a result, it is anticipated that many persons will adjust their travel patterns to
take advantage of this access.
8. Displacements
.- Displacements will occur in order to develop the proposed interchange. Two homes are relatively
close to the north side of the interstate and in order to build exit and entrance ramps for the facility,
these residences would be affected. The possibility of more displacements may occur depending on
the layout of the interchange.
11. Section 106-National Historical Preservation Act
It has been noted by the Idaho Transportation Department (TTD) that one or more properties in the
project area may be eligible for Section 106. Amore detailed investigation is needed before definite
conclusions can be made.
14. Prime Farmland, Parcel Sp11tS
The project area is composed mainly of a Rural to Urban Transition zone with one area in the
southwest quadrant zoned Residential. As a result, it is possible, depending on the layout of the
interchange, that farmland parcels will be split to accommodate the exit and entrance ramps to I-84.
L:\wORK\57769_IO-Mile\Trans\docs\Environmental\Attachment FORM_ITD-654_Preliminary.doc
18. Air Qualitypacts
The proposed interchange will have the affect of increasing traffic in the surrounding area. This will
bring with it the possibility of air quality standards outside of the acceptable range. Existing and
proposed air quality will be studied as part of the design for the proposed project.
24. Wetlands
In response to an early coordination letter sent to the Department of the Army Corps of Engineers,
they have determined that the proposed interchange project area may contain wetlands and waters of
the United States. These waters are regulated under Section 404 of the Clean Water Act and would
-- require the completion of a wetland delineation study. Once the study is completed, it will need to be
submitted to the Army Corps of Engineers for review and approval.
27. NPDES -General Permit
It is anticipated that a NPDES permit will be required for this project. Refer to the NPDES Storm
_ Water Permit Project Checklist for Construction for attached with this document.
L:\WORK\57769_10-Mile\Trans\docs\Enviromnental\Attachment FORM_ITD-654_Preliminary.doc
0
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.._ ITD-2784 10-99 W
NPDES STORM WATER PERMIT
PROJECT CHECKLIST FOR CONSTRUCTION*
~°,~„ o~
Project Number Ten Mile Interchange Key Number
Location Ada County Work Authority
- An NPDES Storm Water Discharge Permit is required for this project only if the answers to both
questions are yes.
-- Will there be 2 hectares of ground disturbance on the project? ®Yes ^ No
(To determine the total acreage of ground that will be disturbed, use
the Ground Disturbing Activities Checklist below to calculate the total
_ acreage of disturbance on the project.)
Will the project discharge storm water to waters of the U.S.? ®Yes ^ No
(See the reverse side for Definition of Waters of the U. S.)
If the answer to the second question is no, provide a written explanation in the Comments section on the
reverse side of this form as to why there will be no discharge.
- (If the project does not discharge off-site to waters of the U.S., an NPDES Storm Water
Discharge Permit is not required.)
Clearing:
~.
Grubbing:
Grading:
Excavation
GROUND DISTURBING ACTIVITIES CHECKLIST
This includes areas of vegetative removal, topsoil removal,
(see Definition of Soil on reverse side), sideslope grading,
shoulder construction, and fence installation, removal, or
replacement.
This includes both hand- and machine-removed vegetative
materials such as roots and root balls.
All areas disturbed by grading must be included.
Excavated areas are figured on the surface area of dis-
turbance, including that disturbed by heavy equipment
working in the area.
TOTAL AREA
Area Disturbed
0.2
0.2
1.6
0.8
2.8
`Construction does not include maintenance activities, such as ditch cleaning, shoulder reshaping, etc.,
unless there is new construction included as part of the maintenance project.
ITD-2784 10-99 W
(Reverse Side)
_ DEFINITION OF WATERS OF THE U.S.:
Waters of the U.S. essentially mean all lakes, rivers, streams (including intermittent streams), mud flats,
sand flats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, natural ponds, and irrigation
canals that connect to any of the above and use degradation,
_. DEFINITION OF SOIL:
EPA Region X gives the definition of soil as "any unconsolidated material that will pass through a 4.75
mm or smaller sieve."
COMMENTS: The proposed interchange project is located at Ten Mile Road and Interstate 84 near the
_ Kennedy Lateral. It is possible that storm water from the proposed project area will flow into the
waterway.
Name: Date:
Agencies Contacted for Early Coordination Ten Mile Road Interchange
Idaho Department of Fish and Game Army Corps of Engineers
Headquarters -Conservation Data Center U.S. Army Corps of Engineers
- Mr. George Stephens Regional Manager
600 S. Walnut, P.O. Box 25 Regulatory Field Office
Boise, ID 83712 304 N. 8th Street Room 140
- Phone: (208) 334-3700 Boise, ID 83702-9998
Fax: (208) 334-2114 or (208) 334-21.48
Ada County
Southwest Regional Offices Ada County Courthouse
'- Regional Manager Regional Manager
3101 South Powerline 200 West Front Street
Nampa, Idaho 83686 Boise, Idaho, 83702
~' phone at (208)287-7000
Department of Environmental Quality
Mike McGowen Ada County Highway District
- 1410 N. Hilton Regional Manager
Boise, ID 83706 318 E. 37`'' St.
(208) 373-0502 Garden City, ID 83714
- Fax: (208) 373-0417 (208) 387-6100
Fax (208) 387-6391
Boise Regional Office
- Jack Gantz City of Meridian
1445 N. Orchard Siddoway, Steve
Boise, ID 83706-2239 660 E. Watertower Ln., Ste. 202,
-(208) 373-0550 Meridian, Idaho 83642
- Fax: (208) 373-0287 Phone (208) 884-5533 Ext: 220
Fax (208) 888-6854
Idaho Department of Lands
-~ Southwest Supervisory Area Central District Health Department
Steve Douglas Michael. H. Reno
8355 West State Street 707 N. Armstrong
-.. Boise, Idaho 83703 Boise, Idaho 83704
Telephone: (208) 334-3488 (208) 327-8528
Fax : {208) 853-6372
_, Idaho State Historical Society
US Fish and Wildlife Service Regional Manager
Snake River Basin Office 1109 Main Street, Suite 250
- Alison Beck-Haas Boise, Idaho 83702
1387 South Vinnell Way, Room 368 Phone 208-334-2682
Boise, Idaho 83709 Fax 208-334-2774
(208) 378-5243
~` Environmental Protection Agency
Idaho Department of Water Resources John Olsen
Regional Manager Idaho Operations Office
-- 1301 North Orchard St. 1435 North Orchard Street
Boise, Idaho 83706 Boise, ID 83706
TEL (208) 327-7900 1-208-378-5746 phone
-- FAX (208) 327-7866 (208) 378-5744 fax
COMPASS
- Erv Olen
800 South Industry Way, Suite 100
Meridian, Idaho 83642
L:\WORK\57769_IO-Mile\Trans\docs\Environmental\Early Coord. Letters\Agency List.doc September 9, 2002
I
••
~~ REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WALLA WALLA DISTRICT, CORPS OF ENGINEERS
BOISE REGULATORY OFFICE
304 NORTH EIGHTH STREET, ROOM 140
BOISE IDAHO 83702-5820
December 13, 2002
Operations Division
SUBJECT: NWW No. 032300070
Mr. Scott Chandler
Earth Tech
_ 3071 E. Franklin, Suite 301
Meridian, Idaho 83642
Dear Mr. Chandler:
Our preliminary jurisdictional determination indicates that
the proposed interchange between I-84 and Ten Mile Road, may
._ contain wetlands and waters of the United States that are
regulated under Section 404 of the Clean Water Act. The basis
for our determination is documented on the enclosed
~`, jurisdictional determination form. Though this determination is
""' advisory in nature and may not be appealed, the enclosed appeals
form explains your options if you do not agree with this
determination.
Section 404 of the Clean Water Act (33 U.S.C. 1344) requires
a Department of the Army permit be obtained for the discharge of
dredged or fill material into waters of the United States,
...
including wetlands.
If your proposed project will involve discharging dredged or
fill material into waters of the United States,. including
wetlands, you will need to obtain a Department of the Army permit
before starting work. While Ridenbaugh Canal is not considered
_.. to be a jurisdictional waters of the U.S., the Purdam Gulch Canal
is considered to be a jurisdictional waters of U.S. Wetlands
adjacent to Purdam Gulch would also be considered jurisdictional.
To determine the extent of our jurisdiction, a wetland
delineation should be completed for your project area. Once the
delineation is prepared, it needs to be submitted for our review
-- and approval.
Please be advised that discharging dredged or fill material
_ into waters of the United States, including wetlands, before
obtaining the required Department of the Army permit constitutes
a violation of the provisions of the Clean Water Act.
Thank you for contacting us early in your project planning.
We look forward to working with you. If you have any questions,
- please contact me at 208-345-2287.
Sincerely,
Nicholle Braspennickx
Regulatory Project Manager
Enclosures
CENTRAL
_-~~ •• DISTRICT
~~ ~ HEALTH
~- `.= DEPARTMENT MAIN OFFICE • 707 N. ARMSTRONG PL. • BOISE, ID 83704-0825 • (208) 375-5211 • FAX 327-8500
Ta prevent and treat disease and disability; to promote healthy lifestyles; and to protect and promote the health and quality of our environment.
02-0441
September 18, 2002
,r Scott J. Chandler
Earth Tech
Suite 301
3071 East Franklin Road
Meridian, ID 83642
RE: Ten Mile Road Interchange
Dear Mr. Chandler:
We have reviewed our files and fine no complaints or areas of concern for this area.
If we can be of further assistant, please feel free to contact us.
Yours truly,
~°=~l
.- Michael H. Reno
Senior Environmental Health Specialist
Serving 6~alley, Elmore, Boise, and Ada Counties
"'" Ada /Boise County Office Elmore County Office Valley County Office
707 N. Armstrong PI. 520 E. 8th St. North 703 N. 1st St.
Boise, ID 83704 Mountain Home, ID 83647 P.O. Box 1448
Enviro. HeaRh: 327-7499 Enviro. Health: 587-9225 Mdall, ID 83638
... Family Planning: 327-7400 Family Health: 587-4407 Ph. 634-7194
Immunizations: 327-745D WIC: 587-4409 FAX: 634-2174
Senior Nutrition: 327-746D FAX: 587-3521
WIC: 327-7488
FAX: 327-8500
September 16, 2002
SOUTHWESTERN IDAHO AREA OFFICE
~~ 8355 West State Street
Boise, Idaho 83703
Phone (208)334-3488 FAX (208) 853-6372
WINSTON WIGGINS-DIRECTOR
Earth Tech Transportation Services
3071 E. Franklin, Suite 301
Meridian, ID 83642
RE: Ten Mile Road Interchange
Dear Mr. Chandler:
The Idaho Department of Lands has no identified social, economic or environmental
resources in the project area.
Sincerely,
Steven T. Douglas
Area Supervisor, Southwest
KEEP IDAHO GREEN
PREVENT WILDFIRE
EQUAL OPPORTUNITY EMPLOYER
- IDAHO FISH AND GAME
SOUTHWEST REGION Dirk Kempthorne/Governor
3101 S. Powerline Road Steven M. Huffaker/Director
- Nampa, ID 83686
September 17, 2002
Scott Chandler
Earth Tech
- 3071 E. Franklin, Suite 301
Meridian, ID 83642
Subject: Ten Mile Road Interchange
Dear Mr. Chandler:
Idaho Department of Fish and Game personnel have reviewed your request for identifying
_ environmental resources. of the proposed project area. According to the Idaho Conservation Data
Center (CDC) database, there are no rare or sensitive fish, wildlife, or plants inhabiting the
proposed interchange site.
Please note: The quantity and quality of data collected by the CDC are dependent on the
research and observations of many individuals and organizations. In most cases, these data are
not the result of comprehensive or site-specific field surveys; many natural areas in Idaho have
never been thoroughly surveyed. For these reasons, the CDC cannot provide a definitive
statement on the presence, absence, or condition of biological elements in any part of Idaho.
_ CDC reports summarize the existing information known to the CDC at the time of the request
regarding the biological elements or locations in question. They should never be regarded as
final statements on the elements or areas being considered, nor should they be substituted for on-
site surveys required for environmental assessments.
Thank you.
Sincerely
Al Van Vooren
- Southwest Regional Supervisor
i
Cc: NRPB
AV/el
- Keeping Idaho's Wildlife Heritage
Equal Opportunity Employer ~ (208)465-8465 s Fax: 208-465-8467. ~ Idaho Relay ('ITD) Service: 1-800-377-3529 ~http://wwwstate.id.uslfishgame/fishgame
September 17, 2002
" I IDAHO STATE
HISTORICAL
+~ SOCIETY 11-
~~
~~
HO
Scott J. Chandler
C/LADED IN ,9 Design Engineer
Our mission: to educate Earth Tech
through the identification, 3071 East Franklin
preservation, and interpretation Suite 301
of Idaho's cultural heritage.
-' Meridian, Idaho 83642
Dirk Kempthorne
Governor of Idaho RE: Ten Mile Road Interchange
Steve Guerber
Executive Director Dear Scott,
Administration
l 109 Main Stteet, Suite 250
Boise, Idaho 83702-5642
Office: (208) 334-2682
Thank you for your letter of inquiry regarding the above cited
Fax: (208) 334-2774 project. We assume you are aware of your Section 106 responsibilities
Archaeological Survey
210 Main Sueet
regarding historic properties and are conducting the necessary
"" Boise, Idaho 83702-7264
orr
(208> 33a-3sa7 investi ations. Your findin s should be submitted to Dan Gard of the
g g
ee:
Fax: (208) 334-2775 Idaho Transportation Department, in Boise, Idaho. Mr. Gard will in turn
Capitol Education Center
83720
S
h
/P
O
B submit them to the Idaho State Historic Preservation Office for our 30-da
Y
ox
tate
ouse
.
.
..r
Boise, Idaho 83720-0001 review.
Ofrice: (208) 334-5174
Historical Museum and
Education Programs If you have any questions regarding your responsibilities
please
610 North Julia Davis Drive
Boise, Idaho 83702-7695 ,
contact Dan Gard at 208-334-8746.
Office: (208) 334-2120
Fax: (208)334-4059
Historic Preservation OfLce Sincerely,
210 Main Street ~~~
Boise, Idaho 83702-7264
Office: (208) 334-3861
L
Faz:(208)334-2775
Travis Pitkln
IJi~tor;c Sates oBice
2445 Old Penitentiary Road Co7~ppfiance ArchaeoloQist
Boise, Idaho 83712-8254 `-~ p
Office: (208) 334-2844 Idaho State Historic Preservation Office
Fax: (208)334-3225
Library/Historical and
Genealogical Collection
450 North Fourth Street
Boise,ldaho 83702-6027
Office: (208) 334-3356
Faz:(208)334-3198 _
Oral History
450 North Fourth Street
Boise, Idaho 83702-6027
Office: (208) 334-3863
Faz:(208)334-3198
Memberships and
Outreach and Development
1109 Main Street, Suite 250
Boise, Idaho 83702-5642
+'~ Office: (208) 334-3986
Fax: (208)334-2774
Publications
450 North Fourth Sueet
Boise, Idaho 83702-6027
.... Office: (208) 334-3428
Y
Fax: (208) 334-3198 * o
State Archives/Manusriipts
2205 Old Penitentiary Road
.~ Boise, Idaho 83712-8250
Office: (208) 334-2620
Fax: (208) 334-2626 The Idaho State Historical Society is an Equal Opporturuty Employer.
ITD-654-A 11-97 W
HAZARDOUS WASTES/MATERIALS (HW/M)
PRELIMINARY SITE ASSESSMENT CHECKLIST
~~ ~ ~~
Projec t No. `Key No. bistrict ' 3
Locatio n Ten Mile Road & I-84
Requi dd r S:~' ~`r~/6C... k.~` r!~ t ~ r¢ ~,5~ v.~'~,zF .'~"~`~ ;'~~"'~u~ i3irk*'. ^
ring ~n ITF~-65~~must~be assessed ~Nak~
~.~ ~ ,emu ,., '~` '~Y .1~i'.Fi~ r~ i ~,~^~'BP~~'' i ~N~:'!. ~' a;~~~ m ~~r~A*1~~ ~ : ~ dv "~M"t; ~ ~
features in~olved~m thspro~ect ~,~~;~°' '"
.~~,~.. ~ ~tdk ~` a f ~5 ~" ";y:.
~ ,,~~',6 ~~~~~~
® R/W owned by ITD (excavation required)
® New RNV
® Excavation
^ Railroad involvement
® Subsurface utility relocation
^ Other (list):
Results: DEQ was requested to search for underground tanks in the area surrounding the project region.
Nothing was found in their database within a 2.0 mile radius.
'Additional assessment`techniques'employed and source of information:
---
® Aerial photos (Current and past) Gathered from the Community Planning Association -Current photos
^ Titles and deeds/assessors' records
^ Sanborn maps
^ Interviews (current landowners, local residents, etc.)
^ Officials contacted (city/county engineers, city managers, etc.)
® Windshield survey August 19, 2002 -drove and walked the site
® Field inspection August 19, 2002 -drove and walked the site
^ Other (list):
If none, mark
here:
Low probability of encountering HW/M
1~~~,°a~
ITD-654-A 11-97 W
(Reverse Side)
HW/M SCREENING
- EXAMPLES OF HIGH RISK LAND USES/OPERATIONS (past and present) that might indicate the presence of
hazardous waste or other materials that pose a threat to the environment include:
.-. Service Stations Auto Repair Shops
Landfills and Dumps Auto Wrecking Yards
Treatment Plants Dry Cleaning Operations
Paint Companies Machine Shops
Metal Platers Electronic Manufacturers
Battery Shops Agricultural Chemical Suppliers
Photo Shops Pole Yards
Mining Supply Facilities Printing Shops
_ Old Mining Areas Waste Piles
Medical Supply Facilities Paper Processing Plants
_ EXAMPLES OF HIGH RISK FACILITIES to be aware of during HW/M assessments include:
Surface Storage Pits, Sumps, Ponds, Basins
Storage Structures/Pipelines:
Underground Storage Tanks
Surface Tanks, Drums
Older Buildings (1920-1973 vintage) Containing Structural Asbestos and Friable Asbestos-Containing
Materials, such as:
Sprayed-On Fireproofing
Pipe Wrap
Friable Tile
Acoustical Plaster
And especially, Thermal System Insulation (TSI)
Bridges (lead-base paint)
ALSO LOOK FOR EVIDENCE OF CONTAMINATION from spills, leaks, migration from some off-site location, illegal
dumping, etc., such as:
Surface Soil Staining
Oil Sheen
"' Odors
Vegetation Damage, Color Change Stress Indications, Zones of No Growth
Abandoned Containers and Transformers, etc.
The above screening criteria are not all inclusive and cacction should be ccsed in applying the screening criteria
displayed.
CAUTION: Fuels, insecticides, fertilizers, and other substances used for personal, family, or household purposes or in
routine agricultural operations and present in the same form and concentration as a product packaged for distribution and
use by the general public should not be considered a concern within the scope of this assessment.
' STATE OF IDAHO
DEPARTMENT OF
_ s// ;~ ENVIRONMENTAL QUALITY
1445 North Orchard • Boise, Idaho 83706-2239 • (208) 373-0550
September 18, 2002
Scott J. Chandler
Earth Tech Transportation Services
3071 E. Franklin Suite 301
Meridian, Idaho 83642
Dirk Kempthorne, Governor
C. Stephen Allred, Director
Re: Public Records Request- Ten Mile and Interstate 84 (1 to 2 mile radius)
Dear Mr. Chandler:
On September 17, 2002 the Idaho Department of Environmental Quality (DEQ) received
a request from you regarding information on files currently at this office. At this .time we
` have no information associated with this request in our files for the area described in your
request. A search of the Underground Storage Tank Database for Ten Mile Road and
Franklin Road provided two sites with registered tanks, both well outside the 2 mile
~" radius in your request. I have enclosed the facility summary sheets for both facilities.
In regards to property owner Ralph Ross at 1520 S. Ten Mile Road, no tanks are
r registered with the state for this address. If needed, I can visit the property in question to
try and ascertain whether there is a tank located on his property. Let me know if I can be
of any assistance in this matter.
Please contact me at (208) 373-0550 if you have any questions relating to your request.
Sincerely,
~~ ~'
~=
Eric Traynor
_... Analyst 3
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
1410 North Hilton • Boise, Idaho 83706-1255 • (208) 373-0502 Dirk Kempthorne, Governor
C. Stephen Allred, Director
September 19, 2002
Scott J. Chandler
Earth Tech Transportation Services
3071 E. Franklin Suite 301
Meridian, Idaho 83642
Re: Public Records Request -Hazardous Waste and UST Information regarding area
"' around Ten Mine Road and Interstate 84.
Dear Mr. Chandler:
On September 17, 2002, the Idaho Department of Environmental Quality (DEQ)
_ received a request from you to examine or copy certain public records maintained by
DEQ.
Enclosed are copies of the records that fall within the scope of your request. Our
records show there are no hazardous waste issues associated with this area. No
copying charge is associated with filling your request.
Please contact Heather Timothy at (208) 373-0502 if you have any questions relating
to they UST/LUST portion of your request.
Sincerely,
i ~~~ ~. G~
_ Orville D. Green
Administrator
Waste Management & Remediation Division
ODG:tg c:\...\prq\chandlernochg.doc
- Enclosures
cc: Jason Jedry, Public Records Coordinator
r Program/Region PRR File
Reading File
COST ESTIMATES
TEN MILE INTERCHANGE
ALTERNATE: DIAMOND
-- COST ESTIMATE
_ Item Description Quantities Units /unit
1 Preliminary Engineering
Contract 1 LS
2 Right-of-Way
Property Purchase (Total @ Undev.) 1,497,604 SF
-' Home Displacement Costs 13 Ea
Building Demolition 30,000 SF
Misc. Demo & Removals 1 LS
- Subtotal
3 Utilities/Irrigation Adjustment/Work
Subtotal
4 Grading (Earthwork)
Clear & Grub (Non-vegative areas) 15 AC
Excavation, Haul & Subgrade Prep. 40,000 CY
Granular Borrow (in place) 124,600 CY
Topsoil Strip & Stockpile (0.5') 12,000 CY
Remove & Pulverize Exist. Roadways 9,000 SY
Demolish Existing Bridge 1 LS
Misc. Earthwork 10.00
Subtotal
5 Drainage & minor Structures
_ a. Drainage
Drop Inlets 20 Ea
Manholes 10 Ea
Piping 1,000 FT
'- Oil & Sediment Box 4 Ea
Retention Basins 4 Ea
Detention basins 4 Ea
-- Temp. Erosion & Sediment Control 1 LS
Misc. Drainage Facilities 10.00
Subtotal
b. Irrigation
10 Mile Box Culverts 150 FT
Misc. Irrig. Culverts
i 500 FT
Misc. Irrig. Structures 5 Ea
Remove Structures & Culvert Pipe 1 LS
Misc. Irrigation Work 10.00
-' Subtotal
6 a. Base
Base Course 85,680 CY
Granular Sub-base 41,900 CY
Misc. Areas 10.00
_, Subtotal
E A R T H `/ T E C H
Job No: 57769.05
Date: 12/13/2001
Rev:
By: B. Iverson
/ Item Total
1,500,000 1,500,000
1.50 2,246,406
150,000.00 1,950,000
2.00 60,000
6,000.00 6,000
50,000
500.00 7,500
3.50 140,000
6.00 747,600
1.50 18,000
3.70 33,300
50,000.00 50,000
946,400 94,640
750.00 15,000
1,600.00 16,000
35.00 35,000
2,500.00 10,000
10,000.00 40,000
6,000.00 24,000
20,000.00 20,000
160,000 16,000
250.00 37,500
35.00 17,500
2,000.00 10,000
10,000.00 10,000
75,000 7,500
10.00 856,800
8.00 335,200
1,192,000 119,200
4,262,406
50,000
1,091,040
176,000
82,500
1,311,200
Page 1 of 2 Cost-10 MileDiamond
TEN MILE INTERCHANGE
ALTERNATE: DIAMOND
-- COST ESTIMATE
- Item Description
b. Pavement
Plant Mix
Misc. Areas
i Subtotal
7 a. New Bridge
- I-84 Overpass
Subtotal
- 9 Traffic Items
Delineators, Pv'mnt Markings...
Signing
Lighting w/ Electrical
Signaling
Misc. Items
_ Subtotal
10 Construction Traffic Control
Traffic Control Devices
- Traffic Detour Routing/Crossovers
Flaggers
Misc. Traffic Control
- Subtotal
11 Detours
o Constructed Detours
Subtotal
12 Other
- Curb & Gutter
Sidewalk
Landscaping
- Fencing
Guard Rails (Bridge Teminals)
Sound Walls (10' High)
- Fees & Permits
Misc. Items
Subtotal
13 Total Construction
14 Mobilization
15 Engineering & Contengencies
Final Engineering & Surveying
- Project Contengency
Subtotal
- Total Project
E A R T H `) T E C H
Job No: 5776x9.05
Date: 12/13/2001
Rev:
By: B. Iverson
Quantities Units /unit /Item Total
18,500 TON 30.00 555,000
10.00 % 555,000 55,500
610,500
23,280 SF 100.00 2,328,000
1 LS 15,000.00 15,000
1 LS 75,000 75,000
10 Ea. 6,000.00 60,000
3 Ea. 180,000.00 540,000
10.00 % 690,000 69,000
1 LS 80,000.00 80,000
1 LS 120,000.00 120,000
2500 Hr. 25.00 62,500
10.00 % 262,500 26,250
0
4,900 FT 6.50 31,850
2940 SY 25.00 73,500
1 LS 500,000.00 500,000
10,000 FT 10.00 100,000
500 FT 16.00 8,000
18,000 SF 60.00 1,080,000
0 LS 0.00 0
10.00 % 1,793,350 179,335
2,328,000
759,000
288,750
0
1,972,685
8,669,675
6.00 % 8,669,675 520,181 520,181
10.00 % 9,189,856 918,986
5.00 % 9,189,856 459,493
11 37
16,330,740
Page 2 of 2 Cost-10 MileDiamond
- TEN MILE INTERCHANGE
ALTERNATE: OFFSET DIAMOND
- COST ESTIMATE
Item Description
1 Preliminary Engineering
- Contract
2 Right-of-Way
Property Purchase (Total @ Undev.)
Home Displacement Costs
Building Demolition
Misc. Demo & Removals
- Subtotal
3 Utilities AdjustmentlWork
- Subtotal
4 Grading (Earthwork)
_ Clear & Grub (Non-vegative areas)
Excavation, Haul & Subgrade Prep.
Granular Borrow (in place)
Topsoil Strip & Stockpile (0.5')
"" Remove & Pulverize Exist. Roadways
Demolish Existing Bridge
Obliteration of Old Road
- Misc. Earthwork
Subtotal
- 5 Drainage ~ minor Structures
a. Drainage
Drop Inlets
Manholes
- Piping
Oil & Sediment Box
Retention Basins
- Detention basins
Temp. Erosion & Sediment Control
Misc. Drainage Facilities
- Subtotal
b. Irrigation
_ 10 Mile Box Culverts
Misc. Irrig. Culverts
Misc. Irrig. Structures
Remove Structures & Culvert Pipe
Misc. Irrigation Work
Subtotal
- 6 a. Base
Base Course
Granular Sub-base
,,,, Misc. Areas
Subtotal
Quantities Units /unit
E A R T H `) T E C H
Job No: 577^ 6x9/.05
Date: 12/13/2001
Rev:
By: B. Iverson
/Item Total
1 LS 1,600,000 1,600,000 1,600,000
1,871,658 SF 1.50 2,807,487
5 Ea. 150,000.00 750,000
10000 SF 2.00 20,000
1 LS 2,000.00 2,000
3,579,487
10,000 10,000
21 AC 500.00 10,500
42,000 CY 3.50 147,000
129,650 CY 6.00 777,900
17,000 CY 1.50 25,500
9,000 SY 3.70 33,300
1 LS 50,000.00 50,000
5,000 CY 2.00 10,000
10.00 % 994,200 99,420
1,153, 620
20 Ea 750.00 15,000
10 Ea 1,600.00 16,000
1,000 FT 35.00 35,000
4 Ea 2,500.00 10,000
4 Ea 10,000.00 40,000
4 Ea 6,000.00 24,000
1 LS 20,000.00 20,000
10.00 % 160,000 16,000
176,000
150 FT 250.00 37,500
500 FT 35.00 17,500
5 Ea 2,000.00 10,000
1 LS 10,000.00 10,000
10.00 % 75,000 7,500
82,500
22,750 CY 14.00 318,500
49,110 CY 8.00 392,880
10.00 % 711,380 71,138
782,518
Page 1 o f 2 Cost-10 MileOffset Diamond
TEN MILE INTERCHANGE
ALTERNATE: OFFSET DIAMOND
- COST ESTIMATE
b. Pavement
Plant Mix
Misc. Areas
Subtotal
7 Railroad Crossing
- 8 a. New Bridge
I-84 Overpass
Subtotal
9 Traffic Items
Delineators, Pv'mnt Markings...
Signing
- Lighting w/ Electrical
Signaling
Misc. Items
-- Subtotal
10 Construction Traffic Control
- Traffic Control Devices
Traffic Detour Routing/Crossovers
Flaggers
_ Misc. Traffic Control
Subtotal
11 Detours
-' Constructed Detours
Subtotal
- 12 Other
Curb & Gutter
Sidewalk
- Landscaping
Fencing
Guard Rails (Bridge Teminals)
_ Sound Walls (10' High)
Fees & Permits
Misc. Items
Subtotal
13 Total Construction
14 Mobilization
15 Engineering & Contengencies
- Final Engineering & Surveying
Project Contengency
Subtotal
- Total Project
E A R T H `) 7 E C H
Job No: 57\7v6~9.05
Date: 12/13/2001
Rev:
By: B. Iverson
18,000 TON 30.00 540,000
10.00 % 540,000 54,000
594,000
N/A
25,320 SF 100.00 2,532,000
1 LS 15,000.00 15,000
1 LS 75,000 75,000
10 Ea. 6,000.00 60,000
3 Ea. 180,000.00 540,000
10.00 % 690,000 69,000
1 LS 80,000.00 80,000
1 LS 120,000.00 120,000
2500 Hr. 25.00 62,500
10.00 % 262,500 26,250
0
5390 FT 6.50 35,035
3230 SY 25.00 80,750
1 LS 500,000.00 500,000
10000 FT 10.00 100,000
500 FT 16.00 8,000
20,000 SF 60.00 1,200,000
0 LS 0.00 0
10.00 % 1,923,785 192,379
6.00 % 8,494,552 509,673
10.00 % 9,004,225 900,422
5.00 % 9,004,225 450,211
Page 2 of 2
2,532,000
759,000
288,750
0
2,116,164
8,494,552
509,673
1 3~i
15,534,345
Cost-10 MileOffset Diamond
E A R T R` J T E C H
- TEN MILE INTERCHANGE Job No: 57769.05
ALTERNATE: MODIFIED LOOP Date: 12/13/2001
COST ESTIMATE Rev:
- By: B. Iverson
Item Description Quantities Units /unit I Item Total
1 Preliminary Engineering
Contract 1 LS 1,500,000 1,500,000
2 Right-of-Way
Property Purchase (Total @ Undev.) 1,524,482 SF 1.50 2,286,723
Home Displacement Costs 2 Ea. 150,000.00 300,000
"-' Building Demolition 4000 SF 2.00 8,000
Misc. Demo & Removals 1 LS 1,000.00 1,000
Subtotal 2,595,723
3 Utilities AdjustmentlWork
Subtotal 50,000 50,000
4 Grading (Earthwork)
Clear & Grub (Non-vegative areas) 15.6 AC 500.00 7,800
Excavation, Haul & Subgrade Prep. 45,000 CY 3.50 157,500
_
Granular Borrow (in place) 81,600 CY 6.00 489,600
Topsoil Strip & Stockpile (0.5') 12,500 CY 1.50 18,750
Remove & Pulverize Exist. Roadways 9,000 SY 3.70 33,300
- Demolish Existing Bridge 1 LS 50,000.00 50,000
Misc. Earthwork 10.00 % 706,950 70,695
Subtotal 827,645
5 Drainage 8~ minor Structures
a. Drainage
_ Drop Inlets 20 Ea 750.00 15,000
Manholes 10 Ea 1,600.00 16,000
Piping 1,000 FT 35.00 35,000
Oil & Sediment Box 4 Ea 2,500.00 10,000
_
Retention Basins 4 Ea 10,000.00 40,000
Detention basins 4 Ea 6,000.00 24,000
Temp. Erosion & Sediment Control 1 LS 20,000.00 20,000
- Misc. Drainage Facilities 10.00 % 160,000 16,000
Subtotal 176,000
- b. Irrigation
10 Mile Box Culverts 150 FT 250.00 37,500
Misc. Irrig. Culverts 500 FT 35.00 17,500
- Misc. Irrig. Structures 5 Ea 2,000.00 10,000
Remove Structures & Culvert Pipe 1 LS 10,000.00 10,000
Misc. Irrigation Work 10.00 % 75,000 7,500
Subtotal 82,500
6 a. Base
Base Course 23,300 CY 14.00 326,200
- Granular Sub-base 51,200 CY 8.00 409,600
Misc. Areas 10.00 % 735,800 73,580
Subtotal 809,380
b. Pavement
Page 1 of 2 Cost-10 MileModified Loop]
E A R T H `) 7 E C H
- TEN MILE INTERCHANGE Job No: 57769.05
ALTERNATE: MODIFIED LOOP Date: 12/13/2001
- COST ESTIMATE Rev:
By: B. Iverson
Item Description Quantities Units /unit /Item Total
- Plant Mix 18,430 TON 30.00 552,900
Misc. Areas 10.00 % 552,900 55,290
Subtotal 608,190
7 Railroad Crossing N/A
8 a. New Bridge
I-84 Overpass 24,720 SF 100.00 2,472,000
Subtotal 2,472,000
- 9 Traffic Items
Delineators, Pv'mnt Markings... 1 LS 15,000.00 15,000
Signing 1 LS 75,000 75,000
Lighting w/ Electrical 10 Ea. 6,000.00 60,000
Signaling 3 Ea. 180,000.00 540,000
Misc. Items 10.00 % 690,000 69,000
_ Subtotal 759,000
10 Construction Traffic Control
Traffic Control Devices 1 LS 80,000.00 80,000
- Traffic Detour Routing/Crossovers 1 LS 120,000.00 120,000
Flaggers 2500 Hr. 25.00 62,500
Misc. Traffic Control 10.00 % 262,500 26,250
- Subtotal 288,750
11 Detours
_ Constructed Detours 0
Subtotal 0
12 Other
_
Curb & Gutter 4880 FT 6.50 31,720
Sidewalk 2940 SY 25.00 73,500
Landscaping 1 LS 500,000.00 500,000
- Fencing 10000 FT 10.00 100,000
Guard Rails (Bridge Teminals) 500 FT 16.00 8,000
Sound Walls (10' High) 12,000 SF 60.00 720,000
-.. Fees & Permits 0 LS 0.00 0
Misc. Items 10.00 % 1,433,220 143,322
Subtotal 1,576,542
- 13 Total Construction 7,650,007
- 14 Mobilization 6.00 % 7,650,007 459,000 459,000
15 Engineering & Contengencies
Final Engineering & Surveying 10.00 % 8,109,007 810,901
- Project Contengency 5.00 % 8,109,007 405,450
Subtotal 1.216.351
_. Total Project 13,421,082
Page 2 of 2 Cost-10 MileModified Loop]
TEN MILE INTERCHANGE
- ALTERNATE: OFFSET SPUI
COST ESTIMATE
Item Description Quantities Units /unit
1 Preliminary Engineering
Contract 1 LS
2 Right-of-Way
- Property Purchase (Total @ Undev.) 1,051,701 SF
Home Displacement Costs 2 Ea
Building Demolition 4000 SF
- Misc. Demo & Removals 1 LS
Subtotal
_ 3 Utilities/Irrigation Adjustment/Work
Subtotal
4 Grading (Earthwork)
Clear & Grub (Non-vegative areas) 12 AC
Excavation, Haul & Subgrade Prep. 30,000 CY
- Granular Borrow (in place) 305,000 CY
Topsoil Strip & Stockpile (0.5') 10,000 CY
Remove & Pulverize Exist. Roadways 9,000 SY
Demolish Existing Bridge 1 LS
Misc. Earthwork 10.00
Subtotal
,_ 5 Drainage & minor Structures
a. Drainage
Drop Inlets 20 Ea
Manholes 10 Ea
" Piping 1,000 FT
Oil & Sediment Box 4 Ea
_ Retention Basins 4 Ea
- Detention basins 4 Ea
Temp. Erosion & Sediment Control 1 LS
Misc. Drainage Facilities 10.00
~.. Subtotal
b. Irrigation
- 10 Mile Box Culverts 150 FT
Misc. Irrig. Culverts 500 FT
Misc. Irrig. Structures 5 Ea
Remove Structures & Culvert Pipe 1 LS
"' Misc. Irrigation Work 10.00
Subtotal
- 6 a. Base
Base Course 41,079 CY
_ Granular Sub-base 18,569 CY
Misc. Areas 10.00
Subtotal
E A R T H `) T E C H
Job No: 5776x9.05
Date: 12/13/2001
Rev:
By: B. Iverson
/Item Total
1,800,000 1,800,000
1.50 1,577,552
150,000.00 300,000
2.00 8,000
1,000.00 1,000
50,000
500.00 6,000
3.50 105,000
6.00 1,830,000
1.50 15,000
3.70 33,300
50,000.00 50,000
1,989,300 198,930
750.00 15,000
1,600.00 16,000
35.00 35,000
2,500.00 10,000
10,000.00 40,000
6,000.00 24,000
20,000.00 20,000
160,000 16,000
250.00 37,500
35.00 17,500
2,000.00 10,000
10,000.00 10,000
75,000 7,500
10.00 410,790
8.00 148,552
559,342 55,934
1,800,000
1,886,552
50,000
2,238,230
176,000
82,500
615,276
Page 1 of 2 Cost-10 MileOffset SPUI]
E A R T H `) T E C H
/
TEN MILE INTERCHANGE Job No: 57769
.05
ALTERNATE: OFFSET SPUI Date: 12/13/2001
COST ESTIMATE Rev:
By: B. Iverson
Item Description Quantities Units /unit /Item Total
b. Pavement
Plant Mix 14,910 TON 30.00 447,300
Misc. Areas 10.00 % 447,300 44,730
Subtotal 492,030
7 a. New Bridge
I-84 Overpass 18,624 SF 100.00 1,862,400
Ramp AB/I-84 14,330 SF 100.00 1,433,000
Ramp BC/I-84 10,890 SF 100.00 1,089,000
Ramp AB MSE Wall 8,000 SF 60.00 480,000
_ Ramp BC MSE Wall 8,000 SF 60.00 480,000
Subtotal 5,344,400
9 Traffic Items
Delineators, Pv'mnt Markings... 1 LS 15,000.00 15,000
Signing 1 LS 150000 75,000
Lighting w/ Electrical 10 Ea. 6,000.00 60,000
-- Signaling 1 Ea. 180,000.00 180,000
Misc. Items 10.00 % 330,000 33,000
Subtotal 363,000
10 Construction Traffic Control
Traffic Control Devices 1 LS 80,000.00 80,000
_ Traffic Detour Routing/Crossovers 1 LS 120,000.00 120,000
Flaggers 3000 Hr. 25.00 75,000
Misc. Traffic Control 10.00 % 275,000 27,500
Subtotal 302,500
11 Detours
Constructed Detours 0 0
12 Other
Curb & Gutter 4900 FT 6.50 31,850
„~ Sidewalk 2940 SY 25.00 73,500
Landscaping 1 LS 500,000.00 500,000
Fencing 10000 FT 10.00 100,000
Guard Rails (Bridge Teminals) 500 FT 16.00 8,000
"- Sound Walls (10' High) 7,000 SF 60.00 420,000
Fees & Permits 0 LS 0.00 0
Misc. Items 10.00 % 1,133,350 113,335
Subtotal 1,246,685
13 Total Construction 10,910,621
14 Mobilization 6.00 % 10,910,621 654,637 654,637
15 Engineering & Contengencies
Final Engineering & Surveying 10.00 % 11,565,258 1,156,526
Project Contengency 5.00 % 11,565,258 578,263
Subtotal 1 7 4 789
Total Project 16,986,599
Page 2 of 2 Cost-10 MileOffset SPUI]
QUANTITY CALCULATIONS
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PAVEMENT QUANTITIES WORKSHEET Job No: 57769
_ Modified Loop Interchange Date: 12/20/2002
By: C. Ream
Checked:
"- Length Width Plant Mix Aggregate Base Sub-Base
Roadway (ft) (ft) (ton) (ton) (ton)
_ 10 Mile 2,642.19 84 to 98 7,872 15,744 24,919
Ramp AB Loop 1,969.85 22 to 46 2,404 6,280 14,136
Ramp BC 2,839.04 22 to 46 2,578 6,826 15,562
-- Ramp CD 2,641.39 22 to 46 3,110 8,195 18,596
Ramp DA 2,438.10 22 to 34 2,466 6,754 15,884
TOTAL 18,429 43,799 89,097
Plant Mix= 0.5 ft thick @ 145 lb/ft3
Aggregate Base= 1.0 ft thick @ 145 lb/ft3
_ Sub-Base= 1.7 ft thick @ 135 lb/ft3
„~ PMTQNT_Loop Diamond 12/20/2002
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PAVEMENT QUANTITIES WORKSHEET Job No: 5 7769
_. Standard Diamond Interchange Date: 1 2/20/2002
By: C. Ream
Checked:
Length Width Plant Mix Aggregate Base Sub-Base
Roadway (ft) (ft) (ton) (ton) (ton)
- 10 Mile 2,642.19 84 to 98 7,889 15,778 24,973
Ramp AB 1,893.51 22 to 46 2,464 6,343 14,073
Ramp BC 2,806.04 22 to 46 2,552 6,753 15,387
- Ramp CD 2,641.39 22 to 46 3,110 8,195 18,596
Ramp DA 2,438.10 22 to 34 2,466 6,754 15,884
- TOTAL 18,480 43,824 88,914
- Plant Mix= 0.5 ft thick @145 lb/ft3
Aggregate Base= 1.0 ft thick @ 145 lb/ft3
Sub-Base= 1.7 ft thick @ 135 lb/ft3
~- PMTQNT_Diamond 12/20/2002
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PAVEMENT Q UANTITIES WORKSHEET Job No: 57769
_ Offset Diamond Interchange Date: 12/20/2002
By: C. Ream
Checked:
Length Width Plant Mix Aggregate Base Sub-Base
Roadway (ft) (ft) (ton) (ton) (ton)
10 Mile 2,906.15 84 to 98 8,140 16,280 25,768
Ramp AB 2,090.84 22 to 46 2,646 6,855 15,303
Ramp BC 2,308.44 22 to 46 2,071 5,420 12,217
Ramp CD 2,285.82 22 to 46 2,840 7,173 17,108
Ramp DA 2,239.65 22 to 34 2,325 6,145 15,283
TOTAL 18,022 41,873 85,680
Plant Mix= 0.5 ft thick @145 lb/ft3
Aggregate Base= 1.0 ft thick @ 145 lb/ft3
Sub-Base= 1.7 ft thick @ 135 lb/ft3
_. PMTQNT_Offset Diamond 12/20/2002
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_ E A R T H@ T E C H
PAVEMENT QUANTITIES WORKSHEET Job No: 57769
,.., Offset SPUI Date: 12/20/2002
By: C. Ream
Checked:
Length Width Plant Mix Aggregate Base Sub-Base
Roadway (ft) (ft) (ton) (ton) (ton)
_ 10 Mile 2,485.15 72 to 110 5,311 10,622 16,813
Ramp AB 2,131.15 22 to 46 1,468 3,522 7,247
Ramp BC 3,379.96 22 to 34 3,183 8,510 19,575
Ramp CD 1,847.89 22 to 46 2,378 8,195 18,596
Ramp DA 2,551.72 22 to 34 2,570 7,049 16,592
TOTAL 14,911 37,898 78,823
Plant Mix= 0.5 ft thick @ 145 lb/ft3
Aggregate Base= 1.0 ft thick @ 145 lb/ft3
Sub-Base- 1.7 ft thick @ 135 Ib/ft3
~^ PMTQNT Offset SPUI 12/20/2002
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Table of Contents
Executive Summary 1
-- a. Study Areas 1
b. Planning Process 1
c. Cooperative Effort with the Idaho Transportation
_ Department (ITD) 2
d. Transportation Demand Management (TDM) 5
- e. Roadway Needs Assessment 5
f. Financial Element 5
_ g. Actions by the COMPASS Board 6
1. Introduction 15
2. Corridor Planning Process 19
,., a. Land Use Plan 20
b. Transportation Planning Process 20
c. Public Review Process 20
3. Special Planning Elements 23
_ a. Analysis of Existing Interchanges 24
b. Arterial Cross Street Improvements 25
- c. Robinson Road, McDermott Road and Black Cat
Road Interchange Alternatives 27
_ d. Five Mile Road Interchange 31
e. Ten Mile Road Interchange 33
- f. Intelligent Transportation System Review 36
4. Tran sportation Demand Management Elements 40
_ a. Background 41
b. I-84 Corridor TDM Elements 42
5. Roadway Needs Assessment 44
6. Recommendations for Further Study 53
Interstate 84 Corridor Study
Final Report
i
List of Exhibits
Exhibit 1 I-84 Corridor Transportation Demand management Cost 3
Estimate
Exhibit 2 Transportation Demand Management Element - 4
Additional Services and Facilities
Exhibit 3 Roadway Needs Assessment -Project Description and 7
Cost
Exhibit 4 Roadway Needs Assessment -Committed Projects 9
Exhibit 5 Roadway Needs Assessment - 2010 Roadway Projects 10
Exhibit 6 Roadway Needs Assessment - 2015 Roadway Projects 11
Exhibit 7 Roadway Needs Assessment - 2020 Roadway Projects 12
Exhibit 8 Roadway Needs Assessment -Beyond 2020 Roadway 13
Projects
Exhibit 9 I-84 Corridor Funding Needs and District 3 Project 14
Available Interstate and Transportation Demand
management funding Through 2020
Exhibit 10 Study Area Map 17
Exhibit 11 Upgrade of Existing Interchanges - Summary of 24
Recommendations
Exhibit 12 Upgrade of Arterial Roadways - Summary of 26
Recommendations
Exhibit 13 Robinson Road, McDermott Road and Black Cat Road 28
Interchange Area
Exhibit 14 Robinson Road and McDermott Road Interchange 29
Analysis
Exhibit 15 Five Mile Road Interchange Analysis 31
Exhibit 16 Five Mile Road Interchange Area 32
Exhibit 17 2010 Interchange Priority Decision Variables 35
Exhibit 18 Ramp Meter Details at Key Interchanges, 37
(I-84 Eastbound)
Exhibit 19 Prioritization of Ramp Metering Installations at Key 38
Interchanges (I-84 Eastbound)
Exhibit 20 Ramp Meter Details at Key Interchanges (I-84 39
Westbound)
Exhibit 21 Prioritization of Ramp Metering Installations at Key 39
Interchanges (I-84 Westbound)
Exhibit 22 I-84 Corridor TDM Needs Summary - 2004-2020 43
Exhibit 23 Existing Traffic Volumes 46
Exhibit 24 Daily Traffic Volume Forecast - 2010 47
Interstate 84 Corridor Study
Final Report
ii
Exhibit 25 Daily Traffic Volume Forecast - 2015
Exhibit 26 Daily Traffic Volume Forecast - 2020
_ Exhibit 27 I-84 Project Priorities -Summarized by Cost and
Construction year
Exhibit 28 Emmett Highway Extension
48
49
50
55
Interstate 84 Corridor Study
~` Final Report
iii
EXECUTIVE SUMMARY
Community Planning Association (COMPASS) Board Action
The Community Planning Association of Southwest Idaho (COMPASS) Board considered and
adopted the key elements of the I-84 Corridor Study (the Study) at their regular meeting on
_ October 15, 2001. The Board's actions included:
• Formal adoption of the Study needs assessment and financial analysis;
• Direction that the products of the Study be incorporated into the respective
- Transportation Plans for Ada and Canyon Counties; and
• Direction that the COMPASS staff present the results of the Study to the Idaho
Transportation Board for appropriate action
a. Study Areas
- The Study examines the transportation system needs for the I-84 Corridor from the Wye
Interchange east of Boise (east terminus) to State Highway 44 (west terminus) west of
Caldwell. This area was termed the primary study area. The Study:
- • Examined the existing traffic operations;
• Determined any short-term needed improvements;
- • Forecast traffic volumes for 10-year, 15-year, and 20-year planning horizons;
• Identified a list of projects needed for the long-term;
• Examined long-term network alternatives;
- • Provided a cost estimate for those long-term needs; and
• Developed a financial plan to fund the anticipated system needs.
,,,,, A secondary study area included the portion of the I-84 Corridor east of the Wye Interchange.
The long-term needs in this area were determined in the "I-84, Orchard Interchange to Gowen
Interchange Concept Feasibility Study" completed by CH2M Hill Inc. The financial analysis of
- the I-84 Corridor Study included both study areas.
b. Planning Process
The COMPASS staff in cooperation with the Idaho Transportation Department (ITD) managed
the overall planning process. Washington Group International, David Evans and Associates,
- Jeanne Lawson Associates, ASC Group, and Spatial Dynamics provided professional
consulting services.
- The Treasure Valley Transportation Team (TVTT) provided technical guidance and acted as a
sounding board throughout the entire planning process. The TVTT consisted of representatives
from each of the affected local jurisdictions. The individual members were often technical staff
- (e.g. planning directors, city engineers, transportation planners, etc.) and elected officials who
represented several agencies. The COMPASS Board received monthly status reports and
periodic updates on the Study.
I-84 Corridor Study
Final Report
1
The Corridor planning process followed conventional planning procedures. The existing
-' conditions were analyzed to identify any current operating deficiencies. A transportation
demand management (TDM) element was developed to increase the use of alternative modes of
transportation from 19% to 25%. A list of roadway network alternatives was developed (e.g.
_ new interchanges, interchange redesigns, etc.) and travel forecasts were developed for each of
the network alternatives. An assessment was made of the impact of each improvement or
alternative. A draft of the Study was presented for public review. Following this review, a
final Study was developed. The Study provides background information used in each stage and
the final actions of the COMPASS Board.
c. Cooperative Effort with the Idaho Transportation Department (ITD)
_ The Idaho Transportation Department (ITD) was a full participant in this study. ITD provided
representatives from both Headquarters and District 3. They provided important oversight in
the preparation of the fmancial plan and cost estimating procedures.
_ The Idaho Transportation (IT) Board was an integral part of the planning process. They
received regular updates on the progress of the Study and gave helpful insight and advice. The
_ IT Board accepted the Study Results at their November 15, 2001 meeting.
d. Transportation Demand Management (TDM)
A Corridor-wide transportation demand management (TDM) element was developed to reduce
the number of vehicles using the road system while providing a wide variety of mobility
options. TDM strategies are aimed at reducing travel demand by influencing people's travel
behavior through one of the following methods:
_ • "Passive" measures that include incentives designed to promote transit and rideshare as
alternatives to the use of single occupant vehicles (SOV's);
_ • "Economic" measures that create disincentives to driving alone such as roadway user or
parking fees or subsidies for programs to encourage the use of other modes; or
• "Administrative" mechanisms designed to coordinate TDM efforts.
The TDM element of the Study is tailored to implement the region's goal of 25% of all trips via
non-SOV modes by the year 2020. To meet this goal within the I-84 Corridor, the COMPASS
emphasized the need to prioritize implementation of effective TDM measures. The TDM
element is at the top of a long list of proposed interstate improvements. Travel demand analysis
conducted by COMPASS in coordination with the Valley InterArea Transportation (VIATrans)
and Ada County Highway District (ACRD) Commuteride staff assumed a TDM element
targeted to peak period commuter trips within the most heavily traveled section of I-84 (west of
_ the Wye Interchange). To attain the 25% goal by 2020 the following items need to be
implemented:
• Transit trips increase from 1% 1 to 5%;
~ According to 1990 Census information which provides the most current ridesharing data.
I-84 Corridor Study
"` Final Report
2
• VanpooUcarpool increase from 10%2 to 12%;
-' • Bike/walk remains at 3% and;
• Work at home remains at 5%.
_ The TDM element includes the addition of 18 park and ride lots, an ambitious marketing
program, and implementation of the Intelligent Transportation System (ITS) Plan. Exhibit 1
_ presents cost estimates for the TDM element of the Study. The future TDM facilities and the
potential rail corridors are illustrated in Exhibit 2 (Page 4).
The TDM policies support several other considerations in the Corridor. First, is the
preservation of existing rail corridors in both Canyon and Ada Counties. Second, as new lanes
are proposed for the freeway mainline, the potential for high occupancy vehicle (HOV) lanes
_ must be considered. Third, each new interchange shall examine the potential for adding a park
and ride facility and ramp metering on the entrance ramps.
Note: All cost estimates are in 2001 dollars.
* Includes employer-based TDM incentive programs such as those currently implemented by ACHD Commuteride.
2 Ibid.
I-84 Corridor Study
Final Report
3
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e. Roadway Needs Assessment
' The roadway needs assessment element of the Study was based upon the COMPASS'
travel demand forecasting model. Separate model runs were made for 2010, 2015, and
_ 2020. The travel forecasting model reflects the 25% goal of alternative transportation for
2020. For each model run, the projected traffic volumes were compared to the planning
capacity for each segment of the roadway system. The comparison between the projected
-' volumes and the roadway's capacity determined what projects will be "needed" for each
of the planning years. The accumulation of these individual projects established the
overall needs assessment.
Exhibit 3 (Page 7) summarizes the needed roadway projects and their costs. Exhibit 4
(Page 9) illustrates the projects that have partially committed or full funding. Exhibits 5,
_ 6, and 7 (Pages 10 through 12) illustrate the final roadway needs assessment for 2010,
2015, and 2020 respectively. The roadway needs assessment includes the 25%TDM
_ element implementation. Exhibit 8 (Page 13) shows additional projects anticipated for
the planning period beyond 2020.
f. Financial Element
The financial element of the Study was developed in three stages. In the initial stage, the
_ cost figures for the individual needs assessment elements and a substantial transportation
demand management (TDM) element were totaled. The cost of the needed
improvements is estimated at $605 million, which is far above the estimated available
funding level of $305 million. Exhibit 9 (Page 14) illustrates the total project costs and
t..
dentifies the estimate of available funding.
_ In the second stage, an estimate was made of the available funding based upon current
revenue sources. In Exhibit 9, the graphics show the available funding and the
anticipated funding shortfall. This stage of the analysis identified approximately $305
_, million in available revenue through 2020. The $300-million shortfall represents the need
for a significant increase in funding. An increase of this magnitude may require local,
state and/or federal legislation; and a number of new local administrative measures.
In the third phase, the COMPASS Board has agreed (COMPASS Board meeting minutes
for August 20, 2001) to sponsor a local policy-makers workshop to develop a financial
-- plan for the needed transit and roadway projects in the I-84 Corridor.
I-84 Corridor Study
Executive Summary -Page 5
g. Actions by the COMPASS Board
The COMPASS Board has taken three specific actions on the Study leading to the
completion of this project. They include:
June 18, 2001 COMPASS Board Minutes. "Dave Wynkoop moved and Roger
Simmons seconded to concur with the I-84 Corridor Study Stage 1 recommendations,
with the exception that the Five Mile Interchange is to be retained as a partial
interchange and the Transportation Demand Management Plan include the Pace Car
concept limited in scope to a neighborhood project. "
August 20, 2001 COMPASS Board Minutes. "Frank McKeever moved and
Dennis Stegenga seconded that the COMPASS Board invite VIATrans, Treasure
Valley Legislators, and Idaho Transportation Department policy makers to a
workshop to develop a financial plan to allow the timely implementation of both
transit and roadway improvements in the I-84 Corridor Study. "
October 15, 2001 DRAFT COMPASS Board Minutes. "Martin Thorne moved
and Dennis Stegenga seconded to approve the Final I-84 Corridor Study Findings
and Conclusions as presented. "
The roadway needs assessment includes several important policies that were developed
during the course of the Study. They include:
• The ultimate roadway designs should allow the affected local jurisdictions and
-` highway departments to reserve the needed rights-of--way before development
occurs. This will help to minimize the future roadway development costs and any
disruption to existing businesses along the major roadway corridors.
• Commercial developments typically front the higher volume roadways.
_ Residential land uses are often considered to be incompatible with commercial
uses. It will be necessary to develop land use plans that minimize the conflicts
among the roadways and the various land uses.
• The cost of the mitigation elements can often exceed the cost of the roadway
improvements. It will be necessary to develop land use plans that maintain an
adequate separation between sensitive land uses and the major roadways.
• Any expansion of the roadway network or the public transit system should
consider the impacts on future Intelligent Transportation System (ITS) facilities.
Additional information and discussions are included in later sections of this report.
I-84 Corridor Study
Executive Summary -Page 6
4y p
Upgrade the west ramps at the Gowen Road Interchange $1,740,000
Signalize the south ramp intersection at the Eagle Road Interchange $260,000
Construct the Locust Grove Road overpass $9,000,000
Signalize the south ramp intersection at the Meridian Road Interchange $225,000
Improve the eastbound on-ramp at the Garrity Boulevazd Interchange $2,000,000
Replace the Franklin Boulevazd Interchange southbound overpass $10,000,000
Construct the Kazcher Road Interchange $25,400,000
Reconstruct the Franklin Road Interchange (Exit 29) $15,000,000
Widen the I-84 mainline to 6 lanes from Centennial Way to the Notus Highway $560,000
_ Total Cost of Roadway Projects in the Current Work Program $64,185,000
Reconstruct the existing pavement Broadway Avenue to Gowen Road $11,000,000
_ Reconstruct the existing pavement and widen the mainline to 6 plus 21anes from
Curtis Road to Broadway Avenue $108,200,000
Reconstruct the Gowen Road Interchange $23,500,000
Reconstruct the Broadway Avenue Interchange $13,500,000
Reconstruct the Vista Avenue Interchange $15,200,000
Reconstruct the Orchard Road Interchange, $17,000,000
Widen the mainline to 8 lanes from Eagle Road to the Wye, including ramp
widening at Eagle Road $21,300,000
Reconstruct the Meridian Road Interchange $22,200,000
_ Widen the mainline to 6 lanes from Ten Mile Road to Meridian Road $5,000,000
Construct the Ten Mile Road Interchange $25,400,000
Reconstruct the Gamty Boulevard Interchange (flyover from westbound I-84 to
_
southbound Garrity Boulevard) $7,200,000
Total Cost of 2010 Roadway Projects $269,500,000
I-84 Corridor Study
Executive Summary -Page 7
Widen the mainline to 6 lanes from Garrity Boulevard to Ten Mile Road $12,200,000
Construct the Robinson RoadlStar Road Interchange $25,400,000
Widen the mainline to Blanes from Garrity Boulevard to Robinson Road $4,800,000
- Reconstruct the Garrity Boulevard Interchange (replace the existing interchange
and widen Garrity Boulevard), and $20,000,000
_ Widen the mainline to 61anes from Nampa Boulevard to the Karcher Interchange $2,400,000
Total Cost of 2015 Roadway Projects $64,800,000
z ~
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Widen the mainline to Blanes from Curtis Road to Broadway Avenue $15,400,000
Construct the Five Mile Road Interchange $N/A
Widen the mainline to B lanes from Eagle Road to Ten Mile Road, upgrade ramps
- at Ten Mile Road $12,500,000
Widen the mainline to 6 lanes from Nampa Boulevard to Garrity Boulevard $27,400,000
- Total Cost of 2020 Roadway Projects $55,300,000
Total Cast of Roadway Prajects =~78,i)~}~'
I-84 Corridor Study
Executive Summary -Page 8
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Exhibit 9
I-84 Corridor Funding Needs and District 3 Project Available Interstate
and Transportation Demand Management Funding Through 2020
Needed:
$605 m
Unfunded:
$300 m
Projected
available:
$305 m
$14 m (FTA, used primarily for
transit capital projects)
$5 m (FTA discretionary funds earmarked
by Congress for speafic transit projects)
$60 m (FHWA discretionary funds
earmarked by Congress for specific
highway projects)
$115 m (FHWA grant formula funds)
f9 m (state-funded, i.e., no federal
match -state pays for entire project)
$7 m (vanpool operations return)
$10 m (FHWA -transit ITS share
with ACRD)
$20 m (local transit operations support
from property tax allocation)
$10 m (FAA support of Vista interchange)
$35 m (STIP programmed*)
$20 m (anticipated**)
* $35 m is already programmed for interchange
improvements
* * $20 m will be funded through anticpated private
funding, but no specific source has been secured
Interstate 84 Corridor Study
Final Report -Page 14