US 95 Thorncreek Road to Moscow
ITD decisions presented at Open House January 18-19, 2006
At the January 2006 ITD Open House, most of the
environmental reports were represented,
and there were fly-overs of each of the
ten alignments.
ITD seemingly arbitrarily decided to select one alternative from each corridor
(one Western, one Central, and one Eastern) to move forward, with the other 2 or 3 in
the corridor recommended for elimination.
By the environmental matrix,
it may be that two or more alignments in one corrridor rate better than any of the alignments in another corridor.
Each alignment should be analyzed on its own merits without prejudgment by its neighborliness.
The alternatives they selected were: W4, C3, and E2.
Following is their bullet-point reasoning for each alternative.
ALTERNATIVE W1
- W-1 begins at Martinsen Road and runs northwest
- Crosses Thorncreek Road and runs approximately parallel to the east of Jacksha Road
- Crosses Jacksha Road (bridge) and runs north, parallel to Jacksha Road on the west
- Crosses Snow Road (bridge) and stays to the west of Clyde Hill
- Tie back into existing US-95 near the grain elevators and recently completed Moscow South project
The elevation differential with W-1 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridges required at the following locations:
- Jacksha Road
- Snow Road
- Private road off of Jacksha Road
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 8.5 Miles
- Excavation = 6,815,000+ cubic yards
- Maximum cut height = 140 feet+
- Maximum fill height = 100 feet+
- New Right-of-Way = 390 acres+
- Limiting access avoids multiple access points
ITD recommends elimination
- Longest alignment in the corridor (8.2 miles)
- Highest projected accident rates (13.07 accidents per year)
- Largest amount of right-of-way needed (320 acres)
- Highest cost ($58 million)
- Highest amount of cultural impact probability (114 acres)
- Adverse effect on one historic structure
- Wetland impact (5.1 acres)
- Seven tributary stream crossings
- Eight regulatory floodway or floodplain hits
- Socioeconomic effects one mile south of Moscow - significant increase in property values, moderate potential to induce development, challenge for future growth
- Visual impacts - 45 percent of the corridor occurs in an area of moderately high to high areas for visual impacts
- Highest prime farmland impact in corridor (IR 204)
- Impacts two CDC plant survey sites
- Alignment crosses 29.2 acres of known ungulate (deer, elk, moose) use
ALTERNATIVE W2
- W-2 begins at Martinsen Road and runs northwest
- Crosses Thorncreek Road and runs approximately parallel to the east of Jacksha Road
- Crosses Jacksha Road (bridge) and runs north, parallel to existing US-95 on the west
- Crosses Snow Road (bridge) and stays to the east of Clyde Hill
- Ties back into existing US-95 near the grain elevators and recently completed Moscow South project
The elevation differential with W-2 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridges required at the following locations:
- Approximately two homes will be impacted
- Martinsen and Thorncreek roads will be realigned
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 7.5 Miles
- Excavation = 6,035,000+ cubic yards
- Maximum cut height = 140 feet+
- Maximum Fill height = 110 feet+
- New Right-of-Way = 350 acres+
- Limiting access avoids multiple access points
ITD recommends elimination
- Large amounts of right-of-way needed (285 acres)
- High cost ($49 million)
- High amount of cultural impact probability (90 acres)
- Adverse affect (sic) on one historic property
- Wetland impact (5.2 acres)
- Six regulatory floodway or floodplain hits
- Five hazardous materials hits
- Concern about noise - 13 total noise receptors within 300 feet of centerline
- Visual impacts - 61 percent of the corridor occurs within area of moderately high to high areas for visual impacts
- High prime farmland impact (IR 197)
ALTERNATIVE W3 (COMBINATION OF W1 TO W2)
- W-3 begins at approximately Martinsen Road and runs northwest following alternate W-1
- Crosses Thorncreek Road
- Crosses Jacksha Road (bridge) and runs approximately parallel east of Jacksha Road
- Follows alternate W-1 to south of Snow Road, it then moves east and follows alternate W-2
- Crosses Snow Road (bridge)
- Ties into W-2 just north of Snow Road and follows W-2, staying east of Clyde Hill
- Ties back into existing US-95 near the grain elevators and the recently completed Moscow South project
The elevation differential with W-3 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridges required at the following locations:
- Jacksha Road
- Snow Road
- Greenwood Road off of Jacksha Road
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 8.03 miles
- Excavation = 6,700,000+ cubic yards
- Maximum cut height = 105 feet+
- Maximum fill height = 85 feet+
- New Right-of-Way = 320 acres+
- Limiting access avoids multiple access points
ITD recommends elimination
- Length (7.8 miles)
- Projected accident rates (12.43 accidents per year)
- Large amount of right-of-way needed (290 acres)
- High cost ($55 million)
- Six tributary stream crossings
- Seven regulatory floodway or floodplain hits
- Concern about noise - 12 total noise receptors within 300 feet of centerline
- Visual impacts - 54 percent of the corridor occurs within area of moderately high to high areas for visual impact
- High prime farmland impact (IR 202)
- Impacts two CDC plant survey sites
- Alignment crosses 29.2 acres of known ungulate (deer, elk, moose) use
ALTERNATIVE W4 (VARIATION OF C1 and W1)
- W-4 begins at Martinsen Road and follows C-1 to a point south of Zeitler Road
- Moves west towards W-1
- Crosses Snow Road (bridge)
- Runs west of Clyde Hill between W-1 and Clyde Hill
- Ties back into existing US-95 near the grain elevators and the recently completed Moscow South project
The elevation differential with W-4 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following locations:
- Three displacements
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 7.5 miles
- Excavation = 3,700,000+ cubic yards
- Maximum cut height = 65 feet+
- Maximum fill height = 80 feet+
- New Right-of-Way = 270 acres+
ITD recommends carrying forward
- Least amount of right of way needed (255 acres)
- Lowest cost ($41 million)
- No effect on historic sites
- Five regulatory floodway of floodplain hits
- No effect on threatened and endangered species
- Socioeconomic effects on the rest of the corridor - no effect on minority low-income populations, no change in property values, moderate to no potential to induce development
- Lowest visual impacts - 31 percent of the corridor occurs within area of moderately high to high areas of concern for visual impacts
- Lowest prime farmland impact (IR 187)
- No effect on Conservation Data Center species of concern
- No CDC plant survey sites
- No effect to ungulate (deer, elk, moose) populations or identified habitat areas
- Precipitation levels consistent within corridor (74 percent)
- Total fog hours consistent within corridor (49 hours)
- Road ice conditions consistent within corridor (158 hours)
ALTERNATIVE C1
- C-1 improves existing US-95 by straightening some of the curves and adjusting the profile grade to meet current standards.
- Meets Purpose and Need
- Approximately 27 homes will be impacted (12 mobile homes at Valhalla)
- Approximately three businesses will be impacted
- One small RV Park will be impacted (Johnson Trucking)
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 6.7 Miles
- Excavation = 3,950,000+ cubic yards
- Maximum cut height = 123 feet+
- Maximum Fill height = 56 feet+
- New Right-of-Way = 250 acres+
- Takes avantage of existing alignment
- Numerous approaches, both private and business
ITD recommends elimination
- Length (7.3 miles long)
- Projected accident rates (14.59 accidents per year) *
- Large amount of right-of-way needed (225 acres)
- High amount of cultural impact probability (100 acres)
- Adverse effect on two historic structures
- Wetland impact (4.6 acres)
- 12 tributary stream crossings
- 12 hazardous materials sites
- 17 displacements or relocations
- Concern about noise - 51 total noise receptors within 300 feet of centerline
- Visual impacts - 24 percent of the corridor occurs within area of moderately high to high areas of concern for visual impacts
- Higher road ice conditions within corridor (158 hours)
ALTERNATIVE C2 (COMBINATION OF C1 TO W2)
- C-2 begins at Thorncreek Road and follows C-1 to a point south of Zeitler Road
- Moves west towards W-2
- Crosses Snow Road (bridge)
- Ties into W-2 north of Snow Road and runs east of Clyde Hill
- Ties back into existing US-95 near the grain elevators and the recently completed Moscow South project
The elevation differential with C-2 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following locations:
- Nine displacements
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 7.3 miles
- Excavation = 3,800,000+ cubic yards
- Maximum cut height = 70 feet+
- Maximum fill height = 75 feet+
- New Right-of-Way = 275 acres+
- Takes advantage of existing alignment
- Numerous approaches, both private and county road through the C-1 area
ITD recommends elimination
- Longest alignment in the central corridor (7.4 miles)
- Large amount of right-of-way needed (250 acres)
- High cost ($41 million)
- High amount o cultural impact probability (125 acres)
- Wetland impact (5.8 acres)
- Five regulatory floodway or floodplain hits
- Visual impacts - 44 percent of the corridor occurs within area of moderately high to high areas of concern for visual impacts
- High prime farmland impact (IR 188)
- Higher road ice conditions within corridor (158 hours)
ALTERNATIVE C3 (VARIATION OF C1 TO THE EAST FROM EID ROAD TO CAMERON ROAD)
- C-3 begins at Thorncreek Road and follows C-1 to a point north of Eid Road
- Runs approximately north-south, east of existing US-95
- Crosses Zeitler Road (bridge)
- Ties into C-1 at Cameron Road
- Follows C-1 and ties back into existing US-95 near the grain elevators and the recently completed Moscow South project
The elevation differential with C-3 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following locations:
- Seven displacements
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 6.7 miles
- Excavation = 2,300,000+ cubic yards
- Maximum cut height = 50 feet+
- Maximum Fill height = 50 feet+
- New Right-of-Way = 215 acres+
- Takes advantage of existing alignment
- Numerous approaches, county roads, private and business through the C-1 areas
ITD recommends carrying forward
- Shortest of all alignments in corridor (6.8 miles)
- Least amount of right-of-way needed (195 acres)
- Lowest cost ($33 million)
- Lowest amount of cultural impact probability (75 acres)
- No effect on historic sites
- Lowest wetland impact in corridor (1.7 acres)
- Four regulatory floodway or floodplain hits
- No effect on threatened and endangered species
- Socioeconomic effects one mile south of Moscow - increase in property values, moderate to low potential to induce development
- Socioeconomic effect on the rest of the corridor - no change in property values, moderate potential to induce development
- No effect on minority or low-income populations
- Three displacements or relocations
- Lowest visual impacts - 23 percent of the corridor occurs within area of moderately high to high areas of concern for visual impacts
- No effect on CDC species of concern
- No CDC plant survey sites
- No effect on ungulate (deer, elk, moose) populations or identified habitat areas
- Road ice conditions consistent within corridor (128 hours)
ALTERNATIVE E1
- E-1 begins at Thorncreek Road and follows existing US-95 up to the top of Reisenauer Hill
- Closely follows the north/south power lines, and
- Crosses Eid Road (bridge) up to the east/west power lines
- Ties back into existing US-95 near the grain elevators and recently completed Moscow South project
The elevation differential with E-1 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following location:
- Cell tower to be relocated
- Approximately four homes will be impacted
- Approximately one business will be impacted
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 5.9 Miles
- Excavation = 6,200,000+ cubic yards
- Maximum cut height = 160 feet+
- Maximum Fill height = 120 feet+
- New Right-of-Way = 312 acres+
- Limiting access avoids multiple access points
- Alignment elevation is equivalent to top of Reisenauer Hill
ITD recommends elimination
- Amount of right-of-way needed (260 acres)
- High cost ($43 million)
- High amount of cultural impact probability (53 acres)
- Adverse effect on one historic structure
- Wetland impact (4.4 acres)
- 10 tributary stream crossings
- Five displacements or relocations
- Concern about noise - 18 total noise receptors within 300 feet of centerline
- Visual impacts - 52 percent of the corridor occurs within area of moderately high to high areas of concern for viaual impacts
- Impacts two Conservation Data Center plant survey sites
ALTERNATIVE E2
- E-2 begins at Thorncreek Road and follows existing US-95 up to the top of Reisenauer Hill
- Moves east approximately 2,000+ feet from the north/south power lines at the east/west power lines
- Ties back into existing US-95 near the grain elevators and recently completed Moscow South project
The elevation differential with E-2 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following location:
- Approximately three homes will be impacted
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 6.01 Miles
- Excavation = 3,126,000+ cubic yards
- Maximum cut height = 128 feet+
- Maximum Fill height = 83 feet+
- New Right-of-Way = 305 acres+
- Avoids a majority of residential areas
- Limiting access avoids multiple access points
- Alignment elevation is equivalent to top of Reisenauer Hill
ITD recommends carrying forward
- Lowest amount of right-of-way needed (225 acres)
- Lowest cost ($37 million)
- Low amount of cultural impact probability (42 acres)
- No effect on threatened and endangered species *
- Wetland impact (4.1 acres)
- Seven tributary stream crossings
- Three regulatory floodway or floodplain hits
- Socioeconomic effects on the rest of corridor - no change in property values, moderate to no potential to induce development
- No disproportionately high impact to minority or low-income populations
- Less concern abut noise - 13 total noise receptors within 300 feet of centerline
- No CDC plant survey sites *
- Precipitation levles consistent within corridor (80 percent)
- Total fog hours consistent within corridor (69 hours)
- Road ice conditions consistent within corridor (128 hours)
* This is arguably not true. All Eastern alternatives coincide at the southern end, beside a CDC plant survey site. They will all have the same impact.
The EPA has said that E2 will have a direct impact on the Palouse prairie ecosystem.
ALTERNATIVE E3 (COMBINATION OF E2 TO E1)
- E-3 begins at Thorncreek Road and follows existing US-95 to the top of Reisenauer Hill
- Crosses Eid Road (bridge) at approximate the same location as E-2
- Goes east of the north/south power lines between E-1 and E-2
- Ties back into existing US-95 near the grain elevators and the recently completed Moscow South project
The elevation differential with E-3 is from 2,800+ at the beginning of the project to
2,550+ at the end of the project with a maximum elevation of 3,000+.
- Meets Purpose and Need
- Bridge required at the following location:
- Eight displacements
- Utility relocations will be required (power, gas, telephone and TV)
- General Information:
- Length = 6.6 miles
- Excavation = 4,600,000+ cubic yards
- Maximum cut height = 110 feet+
- Maximum fill height = 85 feet+
- New Right-of-Way = 255 acres+
- Avoids a majority of residential areas
- Limiting access avoids multiple access points
ITD recommends elimination
- Amount of right-of-way needed (235 acres)
- High cost ($40 million)
- High amount of cultural impact probability (44 acres)
- Wetland impact (4.3 acres)
- Eight tributary stream crossings
- Five hazardous materials sites
- Concern about noise - 19 total receptors within 300 feet of centerline
- High prime farmland impact (IR 196)
- May affect 2.5 acres of habitat for Conservation Data Center species of concern
- Impacts two CDC plant survey sites
- Alignment crosses 4.7 acres of ungulate (deer, elk, moose) habitat
Some of my personal observations are:
The Eastern alternatives would all have truck escape routes.
The eastern alignments damage the natural environment --
they take out Palouse prairie near Cameron Road and near the southern end,
and directly impact habitat of several species of concern (pigmy nuthatch, long-eared bat).
The eastern alternatives would require major wildlife mitigation - fencing, one-way outs.
The eastern alternatives take out more houses than do W or C alternatives.
Weather: increased snows, winds, fog.
Paradise Ridge is a wildlife area.
Costs of wildlife mitigation should be considered. They will be substantial for the eastern routes.
I believe that the "safety" (traffic accident) study is flawed.
Safety - study flawed.
The Average Daily Traffic used is 6150 for all alternatives.
Each alternative should be split into pieces of the following three types:
1) Overlap (new alignment on top of old US95 alignment),
2) New alignment not on top of existing US95, and
3) remaining existing US95.
Average Daily Traffic can be used for the 'Overlap' miles,
but a smaller figure should be used for the new alignment,
as the traffic would be split between remaining US95 and the new alignment.
In addition, the traffic on the remaining existing US95 must be acknowledged.
(An EIS must study reasonably forseeable effects of an action.)
By my calculations, the accident rate for new and old US95 is lowest
for alternative C1, followed closely by C2.
We do not need, nor do we want, an over-engineered divided four-lane highway ending just a mile or so south of town. . Especially at the edge of town, we need to have an attractive roadway that enhances Moscow rather than dominating it with a huge roadway.
Suddenly funneling a honking-wide highway with two northbound lanes down to one northbound at the Palouse River Drive bridge will be awkward
Ideally, ITD would make this entire section of US95 a good 2-lane with passing and turn lanes as needed.
This would fit in with EPA specification of maximum use of existing infrastructure --
reusing the corridor rather than turning more farmland or prairie grasslands into another transportation corridor.
Latah County already is near the top of Idaho counties in amount of roads.
This would also fit into the Federal Highway Administration's guidelines to do context sensitive design.
All of the alternatives that ITD is offering appear to have huge cuts and fills.
All of the eastern routes endanger Palouse prairie, the most endangered ecosystem in North America (USGS).
It should not be too late to include this alternative as an offshoot to alternative C1.
Engineering design has not been completed.
Please comment on the environmental studies, and on each alignment.
ITD can supposedly still be talked out of their decisions at this point.
Public comment is open through Febraury 3, 2006.
E-mail thorncreekroadtomoscow@itd.idaho.gov
and rbci@cableone.net.