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                    <text>HIGHWAY 89 MEETING:
Update:

4/12/90

* JVH is testifying on April 26th to the
Appropriations Committee
- we will push for whatever the consensus is
from local elected officials
- work with UDOT to come up with the proposal

*

Easier to get money for interstate, but will
seek demonstration money otherwise

*

Generally, particularly on highway projects, the
authorization process is waived - if you have
appropriations fund the project, you don't need
authorization

*****************************************
state's top priority is improvements on Highway 89. But, they
don't have the money to do it.
Seeking federal funds could be a
way around it.
If the state puts up stoplights in anticipation of an
expressway, development could occur at those intersec tions, making
an expressway more unlikely.
Alternatives:
1. Freeway (part of interstate system) - $120 mil. federal
funds.
2. Expressway - $85 mil.
3. If no federal funds, try special appropriations from state
in yearly budgets.
Findlay's Recommendations:
1. Best chance - freeway.
may be opposed.

But Federal Highway Administration

2. Next best - expressway.
3. He does not recommend traffic signals. Safety considerations
and development around lights make it least desirab le.

�Problems:

Farmington:
- Freeway could kill Foxglove Shopping Center.
- Farmington doesn't want to put a monkey wrench
into progress of freeway or expressway if they
don't have to.
- Is there a way to go for expressway money first,
then try for interstate funds?
- Can the Farmington Junction interchange come south
to mitigate business losses?
Fruit Heights:
- Citizens not sure about freeway concept.
education could change that.

More

Actions:

*

There was a consensus to use appropriated state funds for the
EIS instead of lights at 2nd north in Fruit Heights.

*

Farmington will try to get together with road engineers
(including Sen. Craig Petersen)

*

Gene Findlay will be back in touch later to see which
alternative we should pursue.

�Highway 89 Meeting:

3/22/90

Among those attending:
Robert DeBoer, Wasatch Regional Council
Craig Peterson, state Senate
Sam Taylor, Chairman - Transportation Commission
Mayor Layton, Layton city
Bob Dibblee, Senator Garn
Dave Porter, Senator Hatch
Mayor of Syracuse
Gene Findlay, UDOT

****************
Transportation Commission comments:

*

*

*

*
*
*

Feels comfortable with limited expressway.
Would like to see federal demonstration project
money pursued.
Concerned with residential encroachment on highway.
Agreed to sign letter with Transportation Commission's
endorsement of the project.
Timing for project:
- 18-24 months for EIS study
- 1 year design period
Would be agreeable to designate money to start
implementation of EIS to speed timing. (Total EIS
would cost around $500,000)

What is happening with cut across HAFB?

�Highway 89 study
The study recommends an expressway-type
access for the Hwy. 89 corridor.

design

wi th

limi ted

Alternatives:
A.

NO ACTION
* will not accomodate the forecast traffic volumes when
the surrounding area is completely urbanized

B.

TRANSPORTATION SYSTEM MANAGEMENT
* no major investment, low cost improvements to the
existing roadway system to improve flow including:
-

improved acceleration/deceleration lanes
standardized median treatment
channelized movements at intersections
climbing lanes
selected access closure

* will not solve all the problems identified with the
existing roadway
C.

FREEWAY DESIGN ALTERNATIVE
* three to four lanes in each direction
* full interchanges approx. every two miles between 1-15
and 1-84, grade separated crossings
* cross traffic required to use interchanges, ramps
will need two lanes
* redesign of the 1-84 interchange

D.* LIMITED ACCESS EXPRESSWAY DESIGN WITH INTERCHANGES
* varies from Freeway Design by permitting right-in/rightout access to US 89 at selected cross streets
* two-way frontage roads
* three through lanes in each direction and two to three
lanes on cross streets
* also assumes redesign of the 1-84 interchange
E.

LIMITED ACCESS EXPRESSWAY DESIGN WITH SIGNALIZED
INTERSECTIONS
* modifies the above by the use of signals at 12 major
cross streets. Right-in/right-out access permitted at
selected streets, but no left turns or cross movements
are permitted except at the signalized intersections.

�* D. is the recommended study alternative. "This limited access
expressway design would have limi ted impact on the existing
frontage road system and adjacent street network and woul provide
a high level of service and safety while permitting expressway
speeds
would have minimal adverse impact on the adj acent
communities."

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                <text>Utah State University, Merrill-Cazier Library, Special Collections and Archives, Papers of Congressman James V. Hansen, 1970-2003, COLL MSS 351 Series I Box 85</text>
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                    <text>TESTIMONY OF REP. JAMES V. HANSEN
BEFORE THE TRANSPORTATION SUBCOMITTEE

OF THE APPROPRIATIONS COMMITTEE
APRIL 26, 1990
Mr. Chairman, in addition to my oral presentation

before the committee, I appreciate the opportunity I have to
submit this written statement for the committee record.
On behalf of the constituents of the First District

of Utah I am asking along with leaders from the state of Utah
for $85,000,000 for the completion of upgrading

u.s.

89

to a

limited access expressway design.
The reasons that we have come before the committee

to seek funding for

u.s.

89, between Burke Lane in

Farmington, Utah, and Harrison Boulevard in Weber County,

utah, are that the highway is excessively dangerous, the
volume of traffic is too large for the size of the highway,
and the local and state governments simply can/t afford to
pay for the upgrade of

u.s.

89.

U.S. 89 is located along the Wasatch Front in the

north-central part of Utah.

It functions as a transportation

link between Salt Lake city, Ogden, Hill Air Force Base, and
the surrounding area.
traffic.

I~

is a

It serves both local and commuter

designa~ed

route connecting Interstates 84

and 15 and is one of the only two north/south routes through

Weber and north Davis Counties.

As a young boy growing up in the area, I remember

riding my bicycle up this road.

The area was little more

�than fruit orchards and rural farm land.

since that time,

the area surrounding the road has developed into one of
Utah's fastest growinq population centers.

Traffic has

increased along the corridor approximately 135 percent since

This traffic increase has resulted from both an

1970.

increase in commuter traffic on

u.s.

89 and increased local

traffic traveling on and across the corridor.
OVer twenty years ago, the emerging safety and

conqestion problems of u.s.

89 were recognized, and the state

of utah petitioned for federal money to develop the road

an interstate.
that

into

The application was not approved because, at

time, the population and the traffic volumes on the road

did not meet Federal Highway Administration standards.
Since the recognition of the problem in the 1960 / s,
the population and traffic volumes have increased to make

u.s.

89 one of the most dangerous roads in the state.

Before

being elected to Congress, I served as an independent
insurance agent in the area, and

u.s.

paid the most out to those injured on

89 was always where I

u.s.

89.

I can/t begin

to enumerate on the number of deaths and serious accidents I
bad to attend to alonq this twelve mile stretch of road.

As

I speak to my constituents at home and in conversing with my

neighbors, I don't know of anyone who has not had a personal
friend or ' relative injured or killed because of U.S. 89.
To outline the situation,

u.s.

89 divides the

communities of Farmington, Fruit Heights, Kaysville, and
Layton.

The portions of these cities surrounding the highway

�are completely residential.

Over 125 streets and private

drives have access to the highway.

Presently, we have cars

turning left on and off of the road, and, with no controlled

access, you can ima9ine the safety implications.

While the

number of accidents are not abnormal for this type of road,
the heavy congestion and cross traffic have caused the number

of fatalities to be more than four times the normal rate.
To add to the problem, the highway is a major
connection route for trucks and automobile traffic between

Interstate 84 and Interstate 15.

There exists an alternate

route to using Interstate 84, but the severe 6% grades that
exist on I-80 through Parley's Canyon make using 1-84 the
logical route.
problem.

Heavy truck use has been a major safety

Requiring a truck going 55 mph to stop for a car

turninq left onto the highway is an obvious threat to

safety.
At the expense of over $100,000, a study was

conducted to find a solution to the problem.

The wasatch

Front Regional Council and the Utah Department of
Transportation initiated the

u.s.

89 Corridor study in

response to the operational and safety issues of the
Corridor.

The study included a comprehensive analysis of the

existing and future travel demands along

u.s.

89 and

concluded that the best solution is a limited access
expressway design.
Throughout the course of the study, local and state
opinion has been sought.

I am happy to say that at every

�level we have received support for the limited access
All local leaders responsible for cities

expressway design.

along the corridor have signed a petition of support.

In

addition, Governor Norman Bangerter, Senator Orrin Hatch, and
Senator 3ake Garn have expressed their strong support for the

highway_
According to other additional studies that have
been conducted, the cost for the federal government to solve
the problem by establishing an interstate would cost upwards
of

$l~O,OOO,ooo.

The estimated cost for the limited access

expressway design is $85,000,000.

Presently, the state of

Utah simply lacks the ability to fund the highway.

The Utah

State Department of Transportation estimates that given its
present level of funding, it would take well over 15 years to

finish the projeet.

The safety and congestion problems

continue to mount, and, if we do not move quickly, we will be

faced with further loss of life.
Mr. Chairman, in conclusion I would like to

reiterate my support for the effort of the state of Utah to
obtain $85 million to upgrade U.S. 89 in utah.

The safety

and congestion problems have become enormous and with a

growing population the situation will only get worse.
you again for permitting this testimony.

Thank

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                <text>Testimony of Representative James V. Hansen before the transportation subcommittee of the House Appropriations Committee, April 26, 1990</text>
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                <text>Testimony of Representative James V. Hansen before the transportation subcommittee of the House Appropriations Committee, April 26, 1990, requesting funding for US 89 to alleviate the traffic congestion in more rural areas along the highway.</text>
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                    <text>I -

7
/

TESTIMONY OF CONGRESSMAN JAMES V. HANSEN

BEFORE THE TRANSPORTATION SUBCOMMITTEE

OF

THE

HOUSE APPROPRIATIONS COMMITTEE

May 6, 1993

Chairman Carr

l

distinguished members of the Subcommittee,

I appreciate the opportunity I have to appear
Subcommittee.

b~fore

the

On behalf of the constituents of the First

District of Utah I am asking along with leaders from the state
of Utah for $73,600,000 for the continuation of completion of
upgrading U.S.

89 and $3,600,000 for the completion of a new

interchange on Interstate 15 (1-15).

The U.s. Highway B9 route extends approximately 12
mil~s

between the cities of Farmington and ogden.

Not only

does it provide the principal lihk between major Interstates

and these cities, but it is the main lina of transportation
between many smaller communities und their markets and
suppliers.

AdditionallYI

it is a principal connection between

a major Air FOrce installation, Hill Air Force Base, and the
rest of the country.

Last year Congress appropriated $2,400,000 to
continue conducting initial studies and engineering.

Th~

$2,400,000 is an initial portion of a larger, multi-year
appropriation initially requested by myself,

former Senator

�Jake Garn and Senator Orrin Hatch.

This project has been authorized through the Highway
Reauthorization Bill but for far less than is neQded to
complete the project.

The reasons that I have come before the

Committee to seek continued funding for U.S. 89, ·are that the
concerns with the highway continue to mUltiply as the highway
is excessively dangerous, the volume of traffic is too large

fer the size of the highway, and the local and state
governments simply cannot afford to pay for the upgrade of U.S.
89.

I am also asking that the committee appropriate
$3/000/000 for the completion of a new interchange on 1-15 at

Forest st. in Brigham City, utah.

Spending for the project has

been authorized at a level of $3,600,000 in the Highway
Reauthorization Bill.

Th~

proposed site of the interchange is located west

of Brigham City, Utah.

This is the present location of Morton

International and the future location of a visitor center for
the United states Department of the Interiorfs Bear River Bird
Refuge.

Morton International is a

automotive safety products.

larg~

manufacturer of

At present, there is no direct

off-ramp providing access from 1-15 to the Morton International

�facility-

Being the largest manufacturer of automotive air

bags, Morton
Brigham

ci~y

Internatic~al

is pro j ecting dra matic growth at the

site over the next four years.

Travelers tc the Morton Internat i onal facility must
presently access the p l ant by exiting 1-15 approximatel y 3
miles south of the plant or approximately J mi les to the north
of t h e

p~ant

and

n ecess~~ a tas

he avy

to travel by way of busy streets to
International facility.

~~ ~ c k s
re~ch

e~= ou t2

to

t~ e

p:ant

t h e Morton

Reduction of congest i on and increased

safety are utmost in t h e planning of the

ne ~v

i n terchange.

Additionally, the United States Department of

Interior Bear River Bird Refuge is planning to locate it's
visitor center at the site of the interchange.

The visitor

center is expected to draw in excess of 50 0 ,000 visitors per
year, or 170,000 vehicles.

Due to safety and logistic

concerns, construction of a new intersect i on is vital to the

viability of the visitol center.

Again,

I would like to reiterate my support for the

effort of the State of Utah to obtain $73 / 000,000 to complete
upgrade of U.S. Highway 89 and $3,600,000 to construct a new
interchange on 1-15.

As growth continues in these areas the

safety and logistic concerns will only continue to mount.

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                    <text>WA)J\TCH FRONT R€GIONAl COUNCil
SUITE 100,420 WEST 1500 SOUTH, BOUNTIFUL, UTAH 84010
PHONE OGDEN 773-5559 • PHONE SALT LAKE 292-4469
D. MICHAEL STEWART, Chairman

WILBUR R. JEFFERIES, Executive Director

D. Michael Stewart
Chairman
Commissioner
Salt Lake County

Harold J. Tippetts
Vice-Chairman
Commissioner
Davis County

March 28, 1989

Bart Barker
Commissioner
Salt Lake County

James W. Davis
Mayor, South Salt Lake

Palmer DePaulis
Mayor, Salt Lake City

A. Bruce Dursteler
Mayor, North Ogden

L. Clifford Goff
Mayor, Ogden

Kelly H. Gubler
Commissioner
Tooele County

Carol L. Hardy
Commissioner
Morgan County

Charles Hoffman
Mayor, Draper

Robert A. Hunter
Commissioner
Weber County

William H. Levitt

The Honorable James V. Hansen
United States Congressman
2421 Rayburn House Office Building
Washington, D.C. 20510
Dear Congressman Hansen:
The Wasatch Front Regional Council has been working for the
past several years with the Utah Department of Transportation and
local governments in Davis, Weber, and Morgan Counties to develop
plans for improving US-89 from Burke Lane in Farmington to Harrison
Boulevard in Ogden. In August 1988, a consultant was hired to study
the corridor and recommend needed improvements. The objective of
this study was to provide for safe and efficient travel in the
corridor through the year 2010. The recommendation of the study is
to develop US-89 as a limited access expressway with interchanges.
A copy of the Executive Summary describing the results of this
study is enclosed. I hope you will find this report helpful. If
you have any questions or need further information, please contact
us.

Mayor, Alta

Sincerely,

Richard McKenzie
Mayor, Layton

tVv02~

J. Steven Newton
Mayor, Sandy

Wilbur R. Jefferies
Executive Director

D. W. "Jake" Simmons
Mayor, North Salt Lake

Lew A. Wangsgard
Mayor, South Ogden

WRJ/DH/pmb
Enc.

�EXECUTIVE SUMMARY

us

89 CORRIDOR STUDY

DAVIS AND WEBER COUNTIES

SUBMITTED

TO:

Wasatch Front Regional Council
SUBMITTED BY:

Parsons Brinckerhoff Quade &amp; Douglas, Inc.
Midvale, Utah

March

1989

�-

�BACKGROUND

The US 89 Corridor Study was a comprehensive analysis of the existing and future
travel demands along US 89. Its major purpose was to identify and evaluate options
for short-, intermediate-, and long-term safety and operational improvements along
the corridor.
The study included an inventory of the existing conditions; identification and
analysis of the operational deficiencies of the existing facility; the projection of
future travel demand through the year 2010 based on population and land use
forecasts; the development and analysis of alternative conceptual improvement
plans; a recommended improvement plan and the implementation phasing of its
elements; preliminary cost estimates; and possible funding and implementation
options.
The US 89 Corridor Study Final Report documents the entire study process and the
detailed study findings. This Executive Summary provides a brief overview of the
study and the recommendations.

THE STUDY AREA

The subject portion of US 89 is located in the north-central part of Utah and
functions as a transportation link between Salt Lake City, Ogden, Hill Air Force
Base (HAFB), and the surrounding communities.

It serves local, commuter, and

interstate traffic and is the designated route between Interstates 15 and 84~
The study area is shown in Figure 1. It is bounded on the north by 4800 South Street
in Ogden, on the south by 925 South Street in Farmington, on the east by the Morgan
County line, and on the west by Interstate 15.

THE STUDY PROCESS

The study was administered by the lVasatch Front Regional Council (WFRC) as part
of its transportation planning process.

A Technical Steering Committee was

esta!:llished to provide input and guidance for the study. The committee included

-1-

�~
NORTH
I

I

-.-.-.-.-.-.-.--.-.-.-.-.-.-.-.~

,-~~--+---------,--

MP 347.12

SECTION 5 ·
,-_::::::~~+~---~f- MP 344.99

SECTION 4
1.9 MILES

I

--------1-- MP 343.04

Mati. . . . ..

SECTION

3

2.8 MILES

, ----:=--__--, - - - - - - - - - f - - MP 340. 23

SECTION 2
2.4 MILES
~___ t . . - - - - - - - - - t -

MP 337.81

SECtiON
2.9 MILES

_._.-

STUDY AREA BOUNDARY
~~"","~ _ _ _ _ _. L . - _

FIGURE 1

STUDY AREA

MP 334.87

- _._._._._._._._._._ ..

US 89 Corridor Analysis: in Davis &amp; Weber Counties
-2-

�.

.

representatives from the cities of Farmington, Fruit Heights, Kaysville, Layton,
South '\1eber~ and Clearfield; Davis~ Weber~ and Morgan Counties; and the Utah
Department of Transportation: The Utah Transit Authority and the Wasatch Front
Regional Council also participated in meetings of the Steering Committee:
One of the principal elements of this study was a thorough public involvement
process which included the following major components:
1.

Regular meetings with the Technical Steering Committee.

2.

Interviews with elected officials from all involved jurisdictions~

3.

Presentations throughout the study process to elected officials of each
of the cities within the study area~

4.

The formation of two citizen planning committees which met monthly to
review and comment on the development of the alternatives and the
refinement of the recommended improvements~

5.

Public meetings in September 1988 (Kaysville and South Weber) and in
January 1989 (Layton):

EXISTING CONDITIONS

US 89 serves communities in North Davis County and the southeast quadrant of
Weber County~ According to the 1986 population and land use data provided by the
Wasatch Front Regional Council (WFRC)~ the population of the study area was
85,539 people. The existing land use and zoning in the corridor is a combination of
residential, agricultural, and limited commercial~ In addition, some industrial land
exists in the vicinity of the Weber River~ Hill Air Force Base~ which contributes 55
percent of the total employment in the area, is located immediately west of the
corridor~

The segment of US 89 between Burke Lane and Harrison Boulevard is 12~62 miles in
length~ It has four lanes~ two in each direction~ shoulders which are typically wide~

-3-

�and a median of varying width and treatment~ The .roadway is functionally classified
as a principal arterial~ Currently~ 125 streets and private drives open onto US 89~
No pedestrian provisions exist for crossing US 89 except at Harrison Boulevard.
The average daily traffic (ADT) volume on US 89 in 1988 was approximtely 23,000
vehicles per day. Approximately 93 percent of these vehicles are passenger cars,
vans, or pick:"'up trucks~ Less than five percent of the total vehicles are heavy
trucks.
Accident data for 1984 through 1987 were provided by UDOT. The total average
accident rate for this period was 2~27 accidents per million vehicle miles of travel~
which was less than the expected rate of 2~93~ The fatal accident rate is 0~03~
however~ This is four times greater than the expected 0~0075 fatal accidents per
millio.n vehicle miles.
Thirty-five percent of all accidents occurred at intersections~ Poor light conditions
were a factor in 33 percent of all accidents~

Excessive speed by one or more

vehicles contributed to 22 percent of the accidents~ Trucks were involved in four
percent of all accidents~ '~ild and domestic animals factored in 16 percent of the
accidents.
The existing operational characteristics of the roadway were evaluated to identify
those intersections where improvements are necessary~ The results of this analysis
show that the "thru" lanes of traffic on US 89 operate at a good level of service with
little to no connict~ However, traffic entering the mainline from the cross streets
typically experiences excessive delays~ especially during the peak hour~ Left turns
from the mainline onto the cross streets also experience significant delay~
These intersections were also evaluated to determine if further analysis for traffic
.

signals or interchanges was warranted.

.

Shepard Lane, Farmington Junction at
--

~

.

Cherry Hill, 200' North Street, Oakhills Drive, Cherry Lane, Sunset Drive, Hill Field
Road (SR 193)~ and South Weber Drive all warrant additional study at this time~

-4-

�FUTURE CONDmONS

Future population, land use, and traffic volumes will dictate the type of
improvements needed in the future~ The master plans for the cities along the
corridor indicate that the study area will continue to be primarily residential~ with
limited commercial development occurring to serve the growing population~ Figure
2 shows the growth projected for the study area population and the US 89 traffic
volumes between 1988 and 2010~

180

Jl,..--'"
170
160
150
;; 140

/

en
0

V

2

0

&lt;{

CI 130

~

z

en
:J

0
l: 120

...

~

110

0
:I:

....
~

-

en 50

w

/

~

Z 100

0

ti
..J

:J

90

Q.

0

Q.

:::&gt;

.J

g

40

u

G: 30
u..
&lt;t

80

Q:

....

/

V

~

/
~

V/

/

/

I------ ~

V""

V

0

1988

1995

2000

2005

POPULATION
TRAFFIC VOLUME

FIGURE

2

POPULATION
TRAFFIC

AND

VOLUME

GROWTH

-5-

2010

�Traffic forecasts for the study area were developed by WFRC in conjunction with
the Transportation Planning Division of UDOT~ UDOT and WFRC developed
projections for the years 1995~ 2000~ and 2010~ Projections of daily and peak hour
turning movements were made for 13 major intersections along US 89 and at the 184/US 89 interchange~ An analysis of the 1995, 2000, and 2010 traffic on the
existing roadway system showed that the operational performance, which is already
below the acceptable level~ cannot be significantly improved throughout the design
period with additional turning lanes or other changes constructed at the
in tersections.
These intersections were also evaluated to determine when and if further study for
traffic signal control or an interchange should be conducted by UDOT~ (The choice
q
of a signal over an interchange is related to the preferred ; uaHty of service and the
functional design of the roadway~) Of the 14 locations ev~luated, it was estimated
that all but one would require additional analysis within the design period~
The analysis of the existing roadway show.ed that improvements for safety and
traffic management are needed for the entire length of the US 89 corridor: The
results of the analysis and the traffic projections were used to develop and analyze
improvement alternatives.

ALTERNATIVES ANALYSIS

Three alternative designs plus a "No Action" alternative and a Transportation
System Management (TSM) alternative were developed for the corridor~ The designs
were chosen to best represent possible approaches for improving safety while
maintaining an appropriate operational performance throughout the 20-year study
period~ The transportation system designs considered are described below:
1.

A "No Action" Altemative for which neither operational nor safety
improvements are considered for implementation~

2.

A Transportation System Management (TSM) Altemative which would
attempt to address the transportation problems without major financial
investment~

-6-

�3.

A Full Freeway Design Alternative with access to US 89 only at
interchanges located no closer than one mile. Grade-separated crossings
were assumed at major east/west collectors~

4.

A Limited Access Expressway Design Alternative with Interchanges
Grade-separated crossings were
located no closer than one mile.
assumed at east/west collectors~ Right-in/right-out access to US 89 was
permitted at selected locations. No left turns or cross movements were
permitted at any location.

5.

A Limited Access Expressway Design Alternative with Signalized
Intersections at locations meeting signal warrants. Right-in/right-out
access to US 89 was also permitted at selected locations~ No left turns
or cross movements
in tersections.

were

permitted

except

at

the

signalized

Both the "No Action" and the TSM alternatives would be unable to provide an
adequate level of service on US 89 in the future~ Therefore, these were eliminated
from further evaluation~
A traffic analysis was performed to determine the expected level of service (LOS)
at the .major intersections and along the arterial itself~ The methodology of the
Transportation Research Board, 1985 Highway Capacity Manual, Special Report 209,
was used for this analysis~ The minimum LOS for the analysis was "D"~ Existing and
projected 1995, 2000, an 2010 traffic volumes were considered and analyzed~ The
results of the analysis are summarized in Table 1~

-7-

�TABLE 11
EXPECTED AVERAGE LEVEL OF SERVICE

Altemative

Existing

1995

2000

2010

Freeway Design

A

A

B

C

Limited Access Design with
Interchanges

A

A

A

A

Limited Access Design with
Signalized In tersections

A

C

D

E

INOTE: Level of Service ~s a method typically used to evaluate the traffic
conditions at intersections, merge areas of roadways, and the mainline of
the roadway. LOS A is optimal while LOS F is essentially nonfunctional.

The analysis of the freeway design was performed for existing traffic volumes and
for projected 1995~ 2000~ and 2010 volumes~

The results show that the expected

average level of service on US 89 would be "C" in 2010~ To provide this level of
service three to four freeway lanes in ~ach direction would be necessary, and the
majority of ramps would require two lanes~ In addition~ three to four lanes in each
direction would be necessary for the access stre~ts~
The limited access expressway design varies from the freeway design by permitting
right-in/right-out access to US 89 at selected cross streets~ The effect of this is to
reduce the total traffic volumes at the interchanges and on the arterial and
collector streets accessing the interchanges~ The expected level of service for this
design would be "A" through the year 2010~ To accommodate the traffic volumes
three "thru" lanes in each direction on US 89 and two to three lanes on the cross
streets will be necessary~ Standard acceleration/deceleration lanes were assumed at
the right-in/right-out locations~

-8-

�The signalized corridor alternative was analyzed to determine both the expected
level of service and average speed on US 89~ This analysis shows that for the 2010
projected volum es the average LOS at the signalized intersections of the corridor
will be "E", and the average speed on US 89 in 2010 will be 32 miles per hour~ To
maintain this LOS and speed it would be necessary to provide a minimum of three
through lanes in each direction of US 89, plus two left turn lanes, and one right turn
lane at each intersection.

On the cross streets one to two through lanes in each

direction, plus one left turn lane, and one right turn lane or shared right/through
lane would be necessary at each intersection.
The optimum design for the year 2010 is the limited access expressway with
interchanges and grade-separated crossings. This design has less impact on the
adjacent street network than does the freeway design. This design provides a higher
level of service and safety while permitting a higher speed than does the signalized
arterial alternative.

DESCRIPTION OF THE PROPOSED ACTION

The proposed US 89 corridor improvements were developed to improve safety and to
maintain a level of service appropriate for a principal arterial~ The elements of this
design include interchanges; grade-separated crossings; controlled access points with
adequate acceleration/deceleration lanes; construction of an additional travel lane
in each direction; separation of the north and south travel lanes; standardization of
the median treatment along the entire length of the roadway; construction of truck
climbing lanes; development of a two-way frontage road system on both sides of US
89; improvements to the roadway lighting and signing; and amenities for pedestrians,
bicyclists, and buses.
Construction of these improvements will require several years to complete~ Interim
mitigation may be used to forestall the construction of the improvements; however,
the need for certain elements is imminent and will be necessary with or without the
use of interim mitigation~
Figure 3 shows the conceptual design of the
improvements recommended for the US 89 corridor~

-9-

�~
NORTH
c::J

KEY

~

INTERCHANGE

@

GRADE SEPARATION

I&gt;

RIGHT-IN/RIGHT-OUT

FRONTAGE

ROADS

FIGURE 3

PROPOSED IMPROVEMENTS
FOR US 89 CORRIDOR

US 89 Corridor Analysis: in 'Davis &amp; Weber Counties
-10-

�Currently, the large number of access points on US 89 is not only hazardous, but also
reduces, significantly, the quality of service on US 89 and its intersections:
Implementation of a limited access expressway design would necessitate closure of
all access to US 89 except at 12 designated points. At these locations traffic
control measures would serve to ensure safety and an appropriate level of service~
The interchanges and right-in/right-out locations would be the only access points to
US 89. All other streets and driveways would be closed with access to those
properties provided from the frontage road system.
The level of use and
compatibility with the existing and planned street network was used to determine
which access points would be closed and which would be improved for increased use~
No commercial access to US 89 would be permitted.
The improvement elements were prioritized into short-, intermediate-, and longterm construction phases as shown in Table 2~ These phases reflect the need for the
improvement as determined by the analysis of traffic and accident data~ Existing
and proposed land use was also considered in developing the plan.

ENVIRONMENTAL ASSP.SSMENT

An environmental assessment of the study corridor was performed to determine
what,

if any, environmental consequences would result from

the proposed

improvements. On the basis of this .initial assessment, it was determined that the
appropriate environmental document for the proposed project is an Environmental
Impact Statement. The major environmental factors requiring further analysis
include wildlife, wetlands, fault hazards, slope stability, soils, prime agricultural
lands, right-of-way acquisition/displacement, hydrology/floodplain, noise, air
quality, and archaeological/historical resources~ Any of the analyzed improvement
alternatives would require this level of additional study~

-11-

�TABLE 2

PIlBUIOIfAIlY CONSTIlOcnON PHASING PLAN

lnW1udiate

Interchange Construction

1.1t-I"S
HiU Field Road
Farmington Junction

Interchange Completion

LoIIC

1'''-2000

Short

Improv.m.t

2001-201'

Uintah Junction
South Weber Drive
200 North Street
Oakhilia Drive

Antelope Drive
Rftinbow Drive

Grade-Separated Crossings ·

Nicholls Road
200 North Street
Oakhills Drive

Antelope Drive
6600 South Street
Crestwood nrive

AcceleraUon/Deceleration Lanes-

Green Road
6550 South Street
Combe Road
Old Mountain Road
Cherry Lane
6200 South Street
South Weber Drive
Sunset Drive
leays Creek Drive
Valley View Drive
8075 South Street
Deer Run Drive
Corn III Drive
Shepllrd Lane
NIcholl. ROlld
Carle Drive
Oakmont Drive
200 North Street
Crestwood Drive
Mutton lIollow Drive
Oak hills Drive

Antelope Drive
6600 South Street
Crestwood Drive

Truck Climbing Lane

Southbound.
Deer Run Road-HIU Field Rd.

Northbound.
Combe ROlld - 8200 South

Additional Travel Lane

1-84 - Antelope Drive

1-15 - Old Mountain Road
Oakhllili Drive - Antelope Dr.

Oakhllls Drive Old MOllntdin Rd.

Median Improvement

Farmington Interchange Uarrlson Blvd.

Channelized IntersecUon •

Shepard Lane
Old Mountain Road
Nicholls Road
Green Road
Carle Road
Oakmont Lane
200 North Street
Mutton lIollow
Cherry Lane
Kays Creek Drive
8075 South Street .
Deer Run Drive
South Weber Drive
6550 South Drive

Chllnncllzed "T" Intersection

Crestwood Drive
Oakhills Drive
Sunllet Drive
VaUey View Drive
1-84
Combe Road

Frontage Road

Burke Lane - 200 North
Ulntah Junction - Combe Road

200 North Street South Weber Drive

South Weber 6600 South

Street Lighting

JIIU Interchange
Farmington Interchange
Nicholls Drive
200 North Street
Oakhilll Drive

Ulntah Junction
South Weber Drive

Pedestrian Amenities

Shepard Lane
Cherry 11111
Deer Run Drive
Farmington Interchange
Nlcholla Road
200 North Street
Oakhllll Drive
At any locations where
algnala may be InstaUed.
Paths to school bus stops.

South Weber Drive
Antelope Drive
6600 South
Crestwood Drive
Pathli to Park-andRide Lots

Bus Amenities

School bus sarety Improvements

Park-and-Rlde Lots atl
11Illlntercbange
Farmington Intrchg.
Oakhilia Intrchg.

-12-

�COST

Preliminary construction costs were developed for the recommended conceptual
design.

The costs were developed to show only an order of magnitude for the

improvement costs. These costs are summarized for each of the construction phases
in Table 3.

TABLE 3
SUMMARY OF ESTIMATED PROJECT COSTS

Base

Contingency

Total

Phase

Cost

f} 20%

Cost

1

$28,051,204

$ 5,610,241

$33,661,445

2

33,735,800

6,747,160

40,482,960

3

8,142,440

1,628,488

9,770,928

$69,929,444

$13~985,889

$83,915~333

TOTAL

The preliminary cost estimates for the recommended improvements were also
developed for segments of the mainline roadway and the frontage road proposed
within the corridor. These costs are summarized by segment in Table 4. All costs
are presented in 1989 dollar values.
Land acquisition costs were not included in these estimates. However, minimal land
acquisition will be required for US 89 mainline improvements~
fluctuate

Real estate values

widely throughout the corridor and will change with any future

development.

These values will impact the cost of land acquisition for the

recommended frontage roads.

-13-

�TABLE.
'REUtmfARY COST EST1!1ATES BY SEcnott

Ranape
2-Lane

Additional
1 Lane

Mainline

Seetion

Unit $:

(riD)

Lanes

(rID)

$l5.75/SF

$l73/LF
$

5,462,100

$15.75/'SF
$

598,500

1-Lane
(Structur.)

2-......
(Structure)

$76/SF

(EDtInc)

Bride·

SU/SF

$76/SF

3,161,600

-0-

-0-

5,191,400

-0-

-0-

3,906,400

1,091,250

1,051,200

1,696,320

667 ,500

S 2,865,600

$ 19,887,680

$ ',612,250

Seetion 2

1,439,360

2,"9.1,800

478,800

-0-

-0-

Seetlon 3

2,440,165

4,116,900

2,004,915

-0-

Seetlon 4

1,665,990

2,551,500

1, 19~ ,000

-0-

Seetion 5

1,126,230

3,345,300

119,100

1,404,480

S 9,092,880

$ 18,030,600

S 4,398,9':'5

$ 3,100,800

-0$

$

2,112,500

577,601f

5~':' ,600

• 1,114,400

$

211,803

IfIfWJ
Barrier

COIDb

Median

RaiMd

$39.50/LF

1,014,750

I

$

.....

$~5.'SF

-0-

$ 2,421,135

Median

AeeUntlDeeelentl_

Boaell

$ 3,596,250

Seetion 1

TOTAL:

PtGatlp

5,924,960

I
.....
~

$ 1,696,:!20

$76/SF

. .nap
De_oUtia.

Lanes

..rm

Totlll

$10/LF

$30/LF

S39.50/LF

$39.50/LF

($)

$85,000

S 312,300

-0-

$205,400

$22 ,9~1, 761

$

-0-

261,600

-0-

193,550

9,104,460

-0-

434,400

-0-

306,U6

16,167,891

-0-

297,900

181 , 305

-0-

10 , 891,345

248,850

-0-

304,050

130,350

-0-

10,093 , 980

591,0i'1

$85,000

$1,670,250

$311,655

$705,075

S69,929,4U

-0U4,425

-0-

$

�POLICY RECOMMENDATIONS

In order to implement an expressway type design for US 89, certain policy issues
need to be implemented uniformly throughout all political jurisdictions along the
corridor~ While UDOT has final control over the location and installation of access

points, each county and city should have a uniform policy to deal with future
development~ This will allow equal treatment of developers throughout the corridor~

As development occurs along the corridor, additional areas will require access to the
highway. The frontage road system can control this need for additional access. It is
recom mended that developers be required to design their development plans to
include both frontage roads and their access onto them.
The elimination of access points is necessary for the improvement of safety along
the corridor~ New access points directly onto US 89 should be discouraged~

Future

requests for access onto US 89 should be subject to specific guidelines prior to
approval.

Any new access point should be considered temporary and subject to

closure at such time as deemed necessary by UDOT.
Each public agency along the corridor has in place ordinances covering new
development. A legal review of those ordinances by each agency is recommended to
determine if modifications are necessary prior to the incorporation of guidelines for
frontage roads and access points into those ordinances~

FUNDING

Several funding sources would be available to fund the improvements recom mended
for the US 89 Corridor~ Projects on US 89 would be eligible to receive Federal Aid
Primary or state construction

funds~

UDOT and

the State Transportation

Commission are responsible for programming these funds~ One approach for funding
the project would be to implement the improvements in the three construction
phases~ A bond of $20-25 million could then be issued for construction of the short-

term projects. Since each phase of the study is generally a stand-alone phase, this
process could then be repeated for subsequent phases~

Under this methodology,

funds for construction of the project would not be sought until needed~

,,:,,15-

�The construction of the proposed frontage roads will need to be a joint effort
between UDOT and the local jurisdictions~
build the frontage roads where possible.

-16-

Developers should be required to

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              <text>&lt;a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1702"&gt;http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1702&lt;/a&gt;</text>
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              <text>To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: &lt;a href="https://library.usu.edu/specol/using/copies.php"&gt;https://library.usu.edu/specol/using/copies.php&lt;/a&gt;</text>
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              <text>Digitized by: Utah State University, Merrill-Cazier Library</text>
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          <name>Date Digital</name>
          <description>Record the date the item was digitized.</description>
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                <text>Executive summary of US 89 corridor study, Davis and Weber Counties</text>
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                <text>Results of the executive summary of US 89 corridor study of Davis and Weber Counties explaining the need for an expressway and funding.</text>
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                <text>Jefferies, Wilbur R.</text>
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                <text>United States Highway 89</text>
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                <text> Roads Improvement--Utah</text>
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                <text>1989-03</text>
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                <text> Davis County (Utah)</text>
              </elementText>
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                <text> Ogden (Utah)</text>
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                <text> Weber County (Utah)</text>
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                <text>Utah State University, Merrill-Cazier Library, Special Collections and Archives,  Papers of Congressman James V. Hansen, 1970-2003, COLL MSS 351 Series I Box 85</text>
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                <text>Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663.</text>
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upgrade Highway
89.
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authorization or ,informal approval has been
appropriation by the authorizing committee -A~

'rranEportation.
apprQpriati~nc

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know
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the chance to request authorization at
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the recant

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will be another opportunity.
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it .a . : 8uqgestion.

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You will notice that I have cx~anded the , request to include
Authorization for funding to restore the cauaeway to Anta~Opc
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~oge~her w!~~ ~ ~1~n of ~gtion, with tho hc~. that
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part of the
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                    <text>PROJECT CONFERENCE RECORD
1 7

project:

U5-89, Farmington to South Ogden

Place:
Date:

December 29, 1993

8031

Farmington city Hall Conference Room

No. :

. Time:

9:00 am

Attending:

Brooks Carter, Corps
Jeanette Gallihugh, Corps
Max Forbush, Farmington City
Greg Bell, Farmington City
Earl Kemp, Farmington city
Marda Dillree, st. Rep.
Joel Hall, Versar
Lindi Gregory, Versar

Lynn Zollinger, UDOT Dist. 1
Denis stuhff, UDOT Dist. 1
Dave Berg, UDOT Environmental
Congressman Jim Hansen
Peter Jenks, aide
Aaron Richards, property owner
Craig Peterson, Versar

Subjects Discussed:

Following introductions, Craig Peterson, Versar, explained the
purpose of the meeting was to select an access option from 115/US-89 for the west Farmington area.
Access is needed to
reduce future congestion through Farmington and along 600 West .
Wasatch Front Regional Council projects 30,000 daily vehicle
trips in this area within 15 years. All traffic from the west
Farmington area must currently pass through Farmington City, with
much of it passing through the Clark Lane Historic Homes District
and travelling in front of a junior high school and near an
elementary school. The road will be built and maintained by the
state. A handout showing the three options was passed around and
the pros and cons of each option was explained. The reason for
the variety of options is avoidance of wetlands.
Two of the
options tie into Clark Lane at 1100 West, while the third option
ties into Clark Lane east of 1100 West.
Wetlands Discussion -

Brooks Carter, us Army Corps of Engineers (COE) , took a few
minutes to explain the regulations concerning wetlands.
First,
you must look to avoid wetlands if at all possible and
practicable.
If you cannot avoid wetlands, then you must
minimize the impacts in the most practicable manner.
Finally,
you mitigate by creating new wetlands to replace the lost and
impacted wetlands. Currently, the COE does not prefer anyone
option.
If one option which impacts more wetlands then another
option is selected, then UDOT and Farmington must prove to the
COE, by providing safety standards, traffic projection, and air
quality information, along with City planning information, that
option is the most practicable option.
1

�Aaron Richards, a resident of the area where the access road
would be located, stated that his fields are wet because they
have been farmed and irrigated, not because they are wetlands.
There are some drains through the fields and he pointed out their
locations. He is not happy about his fields being called
jurisdictional wetlands.
Congressman Jim Hansen explained in general terms problems that
have arisen with the Threatened and Endangered Species Act and
Wetlands under the Clean Water Act. He stated that both these
acts will be in for some congressional changes during 1994
because they create a land "taking" without offering just
compensation. Mr. Hansen feels that economic impacts need to be
weighed along with biological impacts.
Marda Dillree, state Representative for Farmington, expressed her
belief that wetlands are taking economic value from Davis County
because of the costs involved to identify and avoid or mitigate.
Farmington city Transportation Master Plan Issues Mayor-elect Bell explained the importance of the Burke Lane
access to Farmington's transportation master plan. Access over
1-15 between Farmington and the developing west Farmington area
is limited to two streets - Clark Lane and Glover Lane.
Connections between Clark Lane and Glover Lane on the west side
of 1-15 is also limited to two streets - 650 West and 1525 West .
The City's master plan calls for the development of something
like a loop system around Farmington to improve traffic
circulation and emergency response times.
The streets involved
in this would be 1100 West, Clark Lane, Glover Lane, and Main
Street/US-89. The Burke Lane access needs to tie into this loop
to take west side traffic away from schools.
Burke Lane Access Options option "A" is the original access proposal.
It is the most
direct access to Clark Lane and 1100 West, with one long, gentle
curve. However, it impacts over seven acres of wetlands. Option
"B" has been dropped from further study because it does not
provide reasonable access to the projected growth area in the
west Farmington area.
Option "c" has two curves and impacts less
than one acre of wetlands, but it does not tie into Clark Lane at
1100 West. option "C" creates two intersections which will
decrease safety and increase air pollution problems.
Option "D"
is a compromise between options "A" and "C".
It is estimated to
impact approximately four acres of wetlands by snaking around
them before tying into Clark Lane at 1100 West.

2

�Closinq Comments Versar will provide the COE with user costs and safety ratings
for options "A," "C," and "D".
Farmington City will provide the
COE with a copy of the City's Comprehensive Master Plan.
The COE
will use this additional information, along with the wetland
impacts information, to determine which option is a "practicable
permitting" option for the Burke Lane access.

3

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                    <text>SEP 1 5 1
912
Historic beginnings

ROBERT

W. ARBUCKLE
Mayor

PATRICIA

City Manager

GARY E. ELLIOTT

C. PARSELL
L. HANK SEMADENI
Council Members

JAMES

DONA SCHARP

Recorder/ Finance Officer
LYNE'ITE BINGHAM

Treasurer

N. ACHTER

GREGORY S BELL

MAX FORBUSH

130 North Main
P. O. Box F
Farmington, Utah 84025
Telephone (801) 451-2383

September 11, 1992

Congressman James V. Hansen
324 25th Street
Ogden, Utah 84401
Dear Congressman Hansen,
The City Council appreciated your attendance at our Council
meeting and the input you contributed towards resolving some of
the anticipated impacts of the proposed U.S. 89 Corridor Project.
As a community we support the project, contingent on UDOT meeting
Farmington's essential needs listed as priority items 1 thru 4
on the attached "U.S. 89 Corridor Improvement Impacts" document.
We are writing this letter to request your assistance in securing
these four prerequisites as a condition of support of the
project. We support the notion of drafting these prerequisites
in the scope of the project to adequately define the negative
impacts the U.S. 89 project creates on Farmington City.
Included on the referenced list are other impacts of
community concern. We believe that most of these items will be
resolved during the E.I.S. and design process. However, items 2,
3, &amp; 4 are not currently in the scope of the project and our
priority #1 is of utmost concern. The City wants all of the
items to be included in the review process of the project, but
items 1 thru 4 should be prerequisite to funding.
As you know, the Council and I are concerned that this
project is constructed so that we maintain the economic viability
of the -commercial zone located on U.S. 89 in north Farmington.
Item No. 1 best addresses this concern.
Intended improvements in
harmony with proposed road Gross-sections would allow the
community to maintain the at-grade intersection until the level
of service dictates additional improvements. This community
concern could be addressed by phasing of the project with this
intersection completed in the last phase, or by delaying
construction at this intersection until the commercial viability
of the new development is not controlled by visibility and access
criteria.

�Congressman James V. Hansen
September 11, 1992
Page 2
Your help in resolving items No. 1 thru 4 is appreciated.
Inclusion of these items as outlined should not negatively impact
our neighboring community, but will significantly improve the
impact on Farmington.
If the timing or phasing of the Shepard
Lane intersection can be addressed by providing interim TSM
improvements; all safety, traffic flow, and planning issues can
still be provided by this project without local conflicts.
If
additional clarification would be helpful, please feel free to
contact us.
Successful resolution of these issues, without a destructive
influence of this process, remains our goal. Your leadership and
your efforts to provide the funding to date and in the future are
appreciated.

Robert W. Arbuckle
Mayor
RWA/EK/ml

�FARMINGTON CITY IMPACTS
u.S. 89 CORRIDOR IMPROVEMENTS

1.

UDOT should be requested to allow the continued operation of
the at-grade signalized intersection as the level of service
(LOS), and capacity remain favorable.
Interim TSM improvements, including additional lanes for high demand
movements, should be programmed to assure an acceptable
LOS for the next 10 to 20 years.
If, in the future, UDOT
desires to design and install a Single Point Urban
Interchange (SPUI), the following elements should be
considered:
A.

Safe pedestrian access from the west side of U.S. 89
across the SPUI to existing commercial and residential
activities on the east side.

B.

Consider design alternatives producing the least
associated impacts to abutting property including, but
not limited to, minimizing the height of SPUI structure
by some minimal lowering of Shepard Lane, alternate
treatments and analysis of which road should actually
be elevated, and noise mitigation strategies for
elevated structures/highways.

C.

The northbound off-ramp at Shepard Lane should be
provided with "stop" control for eastbound motorists
proceeding past Knowlton Elementary School.

2.

The City of Farmington is negatively impacted by improved
development of U.S. 89 if the project development does not
include improvements through the connection to I-IS. The
intersections of the improved U.S. 89 and existing I-IS
occurs at Burke Lane. The improved u.S. 89 will exacerbate
the existing problems at this intersection. Re-establishment of Burke Lane with improvements to the intersection
of the two major highways is necessary to mitigate the
impact of this project and should be included in the
proposed project scope instead of delaying this portion of
the U.S. 89 improvements. Separation of community areas
created by limited access highway construction could also
be mitigated with this approach.

3.

UDOT should carefully assess the drainage and wetland
mitigation measures associated with the EIS process. The
entire area from Farmington Junction to I-IS/Burke Lane
should be included. The design mitigation alternatives
analysis should include a detention/retention basin near
the I-IS/Burke Lane interchange.
(Small pockets of wetlands should be traded for one large enhanced wetland area.)

�This will also resolve a past problem created by Federal
Highway construction.
4.

Noise abatement alternatives should be examined through the
entire corridor from Farmington Junction to Burke Lane.
U.S. 89 improvements combined with the increased traffic
projected on this road system will significantly increase
noise (above current allowable Federal regulated levels) in
the northwest portion of Farmington. This area currently
exceeds allowable levels due to the past construction of
1-15 without any noise abatement facilities, anticipated
road elevation increases between Cherry Hill and Burke Lane
will also increase this problem. Maintaining the commercial
viability of this area would dictate that construction of
sound walls through this area would not be acceptable to the
community to mitigate noise pollution. Since a significant
portion of the residential development in the community is
sandwiched between 1-15 and U.S. 89 in this location, the
increased noise level combined with the unacceptable levels
generated by 1-15 would have a significant negative
environmental impact on the existing homeowners. Mitigation
of this problem could be accomplished by construction of
sound walls along 1-15 to significantly decrease existing
background noise. Farmington believes that this approach
should be included in the proposed project scope. The
negative visual impacts of this project could also be
reduced with this approach.

5.

Request that UDOT use aesthetic design and materials for
retaining walls along on-off ramps at Shepard Lane.

6.

UDOT should analyze and consider the elimination of the
east frontage road from Fruit Heights to Farmington and
route traffic to the west side frontage road, to avoid
impacts to Main Street.

7.

Request that UDOT consider mitigation of adverse impact
to access from the Knowlton Elementary School on Shepard
Lane. The impacts to be assessed include, but are not
limited to, sidewalks, drop-off zones, circulation, and
access.

8.

Due to the adverse impacts to access of abutting property
resulting from the proposed expressway design of U.S. 89,
UDOT should complete the proposed frontage and access
roads as shown in their alternative drawings. Specifically,
however, the access road as illustrated in Alternative 2,
Drawing No.2 (Attachment B), should be redesigned to
extend southeastward and connect with Burke Lane to the
south.

9.

SR 272 should be widened and improved ~~th pedestrian
facilities on the west side from Farmington Junction to
Shepard Lane.

�10.

The northbound off-ramp at Shepard Lane should have stop
control for eastbound motorists proceeding east past
Knowlton Elementary School.

11.

The alignment of 1875 North and SR 272 (Main Street) at
Farmington Junction should be designed to establish a more
direct route between the two east-west connections. Design
alternatives for the interchange including impacts for Main
Street over versus under options should be presented to
Farmington City for review and comment.

12.

UDOT should include provisions for pedestrian, bicycle, and
equestrian facilities compatible with Farmington's Master
Plan at Farmington Junction and Shepard Lane.

13.

UDOT should examine and provide for pedestrian access to the
Smith's Shopping Center from the west side of u.S. 89 at
Shepard Lane.

14.

A second access from Main Street into the Smith's property
as well as replacement parking should be provided to replace
the lost driveway from u.S. 89 and any lost parking
resulting from the widening and raising of u.S. 89.

15.

Economic impacts resulting from loss of current access
during construction and their mitigation should be addressed
in the ElS.

16.

UDOT's ElS should include any impacts resulting from
placement of fill material near Shepard Lane on ground
already having a high water table.

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