Sunday, May 25, 2008

1889 Proposed Seattle Lake Shore and Eastern line through the Big Bend

This map appeared in the 1889 book, "A Report on Washington Territory," by W. H. Ruffner and published by the Seattle Lake Shore and Eastern. As part of the book, a large map showing the proposed line across the state of Washington was included.

As this part of the map shows, the line was to go through Waterville and past the head of Moses Coulee over towards the Grand Coulee to cross between the upper and lower Grand Coulee where the map is marked "Fresh Water Lakes." This spot became Coulee City a year later.

Other points of interest are Steamboat Rock, the towns of Douglas, Grand Coulee, Hazeltine, and on the far left the words "Island Rapids" which on another panel has the word "Rock" before Island Rapids.

This other panels of the map show the line continuing west through Wenatchee to a point over Cadys Pass (north of Stevens Pass) to a point near Everett, connecting with the Lake Shore line to Canada.



As proof for the line to Wenatchee, here is the next panel:


And the connection to Everett:


From the first panel shown, the proposed line east to Davenport:


And finally, the panel showing the as built line to Spokane:


Another more general map had this view:

The Return of the Train to Mansfield



Sunday, May 18, 2008

Coulee City in on a National Ad Campaign

While looking through some old newspapers, I came across this ad. It was probably place by the NP agent at Coulee City, after his local information was affixed to it.

This ad ran October 19, 1950:



This ad ran June 10, 1947:

Thursday, May 15, 2008

Goodbye US Construction Railroad

From "The Star," Grand Coulee, WA

August 10, 1950

Bureau Asks Bids On R.R. Removal

Bids will be opened August 31 at 11 a.m. for the removal of 30.7 miles of track belonging to the government railroad between Odair and Grand Coulee Dam.

The “sagebrush special” or “gopher chaser,” as it was sometimes called, connected with the Washington Central branch of the Northern Pacific Railroad at Odair, near Coulee City. Its construction was essential in delivering millions of tons of material used in the construction of Grand Coulee Dam.



The railroad hauled more than twelve million barrels of cement, approximately 46,500 carloads for the construction of the dam; 77 million pounds of reinforcing steel, and ten million pounds of steel for the 18 foot penstocks, with feed the giant generators of the dam.

At the peak of construction in the late thirties, two trainloads a day ran the 30-mile route. The biggest train was 67 cars. None of the original rolling stock is still on the line.

The railroad was run from July 19, 1935, until November 16, 1942, by contractors building the Grand Coulee Dam, first MWAK and later CBI. Since then, the government has been running the road.

Although no original rolling stock is left, at least two crewmen who have been here from the first still are employed. Floyd Craig, conductor, has worked here since the first spike was driven. Haskell Finch, engineer, has been here from the start of hauling.

Fred A. Warren, superintendent for the government since 1944, announce plans for his retirement upon completion of the removal. Warren has been with the road since the government took over from the contractors. He was in charge of maintenance of right-of-way from 1942-1944. He succeeded Albert S. “Tiny” Hunter, a long-time veteran, as superintendent when Hunter entered the armed forces.

Another veteran engineer, L.B. Denny, who was here from the beginning, passed away in recent years. Denny got his start on the government’s Alaska railroad.

There has been only one serious mishap in fifteen hears, and that was not from a train running into a car, but from a truck load of lumber running into a train at the Basin City crossing. No one was injured, but two railroad cars were burned.

Don Adkins, Inc., of Ellensburg is now building a trans-shipment building at Odair to transfer freight from rail to truck at that point, to handle future freight needs at the dam. A 100-ton low bed trailer is on order and is expected to arrive this month. It will haul freight along the relocate highway through the coulee.

That Big White Building at Odair

From "The Star," Grand Coulee, WA

June 29, 1950

A necessary preliminary to the removal of the 30 mile construction railroad which delivered most of the materials for Grand Coulee Dam was accomplished when the Bureau of Reclamation opened bids for a trans-shipment building at Odair.

The building will be used to transfer equipment still needed for construction at the dam from rail to motor truck facilities once the railroad is removed.

The contract calls for a building, a 75-ton bridge type crane, roadway paving and work on rail facilities at the site of the building. The contract calls for completion of the work within 90 calendar days after receipt of the notice to proceed.

Bids will be called later for the railroad itself.

Tuesday, May 13, 2008

The Great Northern in Coulee City??

How does a Great Northern train become wrecked in Coulee City, which is clearly Northern Pacific country?
Back in 1910 (not 1909), right after the opening of the line between Coulee City and Adrian, flooding on the Great Northern at Wilson Creek caused the GN to reroute the Oriental Limited over this NP branch out of Spokane, to be lined back to the GN at Adrian. Someone lined a switch at near Coulee City wrong and the GN train went off the end of track on the west side of town, instead of going south to Adrian. They had time to slow down some, but the engine did fall down the end of track.

Tuesday, May 6, 2008

1952 Bassett Jct Wreck

INTERSTATE COMMERCE COMMISSION
WASHINGTON
REPORT NO. 3497
NORTHERN PACIFIC RAILWAY COMPANY IN RE ACCIDENT AT BASSETT JUNCTION, WASH., ON DECEMBER 27, 1952
Report No. 3497
SUMMARY
Date: December 27, 1952
Railroad: Northern Pacific
Location: Bassett Junction, Wash.
Kind of accident: Derailment
Train involved: Freight
Train number: Extra 1567 West
Engine number: 1567
Consist: 26 cars, caboose
Estimated speed: 20 m. p. h.
Operation: Timetable and train orders
Track: Single; tangent; 0.40 percent descending grade westward
Weather: Clear
Time: 4:05 a.m.
Casualties: 3 killed
Cause: Defective switch
INTERSTATE COMMERCE COMMISSION
REPORT NO. 3497
IN THE MATTER OF MAKING ACCIDENT INVESTITION REPORTS UNDER THE ACCIDENT REPORTS ACT OF MAY 6, 1910.
NORTHERN PACIFIC RAILWAY COMPANY
February 4, 1953
Accident at Bassett Junction, Wash., on December 27, 1952, caused by a defective switch.
REPORT OF THE COMMSSION 1
PATTERSON, Commissioner:
On December 27, 1952, there was a derailment of a freight train on the Northern Pacific Railway at Baste Junction, Wash, which resulted in the death of three employees. This accident was investigated in conjunction with a representative of the Department of Labor and Industries of the State of Washington.
Report No. 3497 Northern Pacific Railway Bassett Junction, Wash. December 27, 1952
Location of Accident and Method of Operation
This accident occurred on that part of the Idaho Division extending between Cheney and Connell, Wash., 186.2 miles, a single-track, line, over which trains are operated by timetable and train orders. There is no block system in use. St Bassett Junction, 154.8 miles west of Cheney, a main track diverges to the south from the Cheney-Connell line and extends eastward from Bassett Junction to Schrag, 12.3 miles. The Junction switch is trailing-point for west-bound movements. A wye at Bassett Junction is formed by the two main tracks and an auxiliary track 870 feet in length, which extends between a switch in the Cheney-Connell line 1,307 feet east of the Junction switch and a switch in the Schrag-Bassett Junction line 1,199 feet east of the junction switch. The accident occurred on the main track of the Cheney-Connell line at the east switch of the wye. From the east there is a tangent 2,638 feet to the point of accident and 4,955 feet westward. The grade is 0.40 percent descending westward at the point of accident.


The east switch of the wye is located 42 feet east of the west end of a pile trestle 254 feet long. Walkways 3 feet in width extend along oath side of the trestle. The switch stand is located on a platform, which extends beyond the outer edge of the walkway. Wooden railings 3 feet in height are provided at the outer edges of the walkways and the platform. Immediately west of the trestle the tracks are laid on a fill approximately 30 feet in height.
In the vicinity or the point of accident the track structure of the main track consists of 72-pound rail, 30 feet in length, laid in 1910 on an average of 17 ties to the rail length. It is about 40 percent tieplated and is provided with 4-hole 100-percent joint bars. It is ballasted with sand and cinders to a depth of 3 to 4 inches below the bottoms of the ties. The turnout at the east switch of the wye is constructed of 72-pound switch rails 15 feet in length, 72-pound rails, and a No. 9 rigid clam-type frog. It is laid on 34 untreated bridge ties and 24 treated switch ties. The turnout is fully tieplated. The main track is single-spiked, and the east leg of the wye is double-spiked. The switch stand is of the hand-throw intermediate-stand type and is located 9 feet 4-1/4 inches north of the center-line of the main track. The operating lever is of the horizontal-throw type. When the switch is lined for entry to the east leg of the wye a circular red target 18 inches in diameter is displayed at right angles to the main track. The center of the target is 5 feet 1-7/8 inches above the level of tie tops of the ties. When the switch is lined for movement on the main track the target is parallel to the track. The switch rails are arranged for a throw of 4-3/4 inches. No switch lamp is provided.
This carrier's operating rules read in part as follows:
104. Conductors are responsible for the position of switches used by them and their trainmen, except where switchtenders are stationed. Switches must be properly lined after having been used.
* * *
When practicable, the engineer must see that the switches near the engine are properly lined.
* * *
104 (A). Unless otherwise provided, the normal position of a main track switch is for main track and must be lined and locked in that position, except when changed for immediate movement through it. * * *
A main track switch must not be left open unless a member of the crow remains near enough to be able to line it upon the approach of a train or engine.
* * *
The maximum authorized speed for freight trains in the vicinity of the point of accident is 20 miles per hour.
Description of Accident
Extra 1567 West, a west-hound freight train, consisted of engine 1567, 26 loaded cars and a caboose. This train departed from Wheeler, 7.8 miles east of Bassett Junction, at 3:40 a.m., according to the conductor's delay report, and while it was moving at an estimated speed of 20 miles per hour the engine and tender, the first seven cars, and the front truck of the eighth car were derailed at the east switch of the wye at Bassett Junction.
The engine stopped on its left side, midway between the main track and the east leg of the wye, with the front end 265 feet west of the switch and about 15 feet below the level of the tracks. The tender remained coupled to the engine. It stopped on its left side, at an angle of about 90 degrees to the engine, with the roar end toward the east leg of the wye. The cab of the engine was demolished, and both the engine and the tender were considerably damaged. The derailed cars stopped in various positions on or near the track. The first car was badly damaged, and the second to the seventh cars, inclusive, were somewhat damaged.
The engineer, the fireman, and the front brakeman were killed.
The weather was clear at the time of the accident, which occurred at 4:05 a.m.
Engine 1567 is of the 2-8-2 type. The total weight in working order is 269,700 pounds, distributed as follows: engine-truck wheels, 24,300 pounds; driving wheels 208,900 pounds; and trailing-truck wheels, 36,500 pounds. The specified diameters of the engine-truck wheels, the driving wheels, and the trailing-truck wheels are, respectively, 33-1/2 inches, 63 inches, and 45 inches. The driving wheelbase is 16 feet 6 inches long, and the total wheelbase is 34 feet 9 inches long. The distance between the centers of the engine-truck wheels and the No. 1 driving wheels is 9 feet 1 inch. The tender is rectangular in shape and is equipped with two four-wheel trucks. Its capacity is 9,500 gallons of water and 19 tons of coal. The total weight when fully loaded is 194,700 pounds. The tender, is equipped with a headlight at the rear. The lens is 17-5/8 inches in diameter. The headlight is provided with a 250-watt bulb.
Discussion
As Extra 1567 West was approaching the point where the accident occurred the speed was about 20 miles per hour. The enginemen and the front brakeman were on the engine. The conductor, the swing brakeman, and the flagman were in the caboose. The headlight was lighted. The surviving members of the train crew said that the brakes of the train were tested at Wheeler and that they apparently functioned properly when used after the train departed from Wheeler. These employees said that as the train approached Bassett Junction the brakes were not applied until they became applied in emergency either immediately before the derailment occurred or as a result of the derailment.
After the derailment occurred it was found that the east switch of the wye at Bassett Junction was lined for entry to the east leg of the wye. The operating lever was properly latched to secure the switch in this position. The padlock was hooked through the keeper, but it was not locked. The condition of the switch indicated that an east-bound train moving on the main track had trailed through the switch while the switch was lined for entry to the east leg of the wye. Then the switch was first examined the rear truck of the eighth car was standing on the switch rails and the switch points were lined for entry to the east leg of the wye. After the car was removed there was a 1/2-inch gap between the stock rail of the main track and the switch point, The opposite switch rail was bent inward at a point 8 feet west of the switch point. The spindle of the switch stand was twisted. The spikes which secure the base of the switch stand to the ties had been loosened and were partially withdrawn, and the switch stand leaned toward the main track. Apparently after the east-bound train trailed through the switch, the switch point did not fit closely against the stock rail of the main track and the flange of a wheel of the engine of Extra 1567 West passed between the switch point and the rail. Marks on the tack fastenings indicated that one wheel drooped between the stock rail of the east leg of the wye and the switch rail at a point 13 feet west of the switch point and the companion wheel dropped inside the stock rail of the main track at a point 8 feet 4 inches farther west. The derailed wheels moved in line with the rails of the east leg of the wye until they reached the frog. They were then forced toward the right, and the general derailment occurred 18 feet west of the frog.
When the accident occurred the crew of Extra 1567 West was returning to Pasco, 35.4 miles west of Connell, after having made an east-bound trip from Pasco to Wheeler. On the eastbound trip their train, which was operated as Extra 1567 East, arrived at Bassett Junction about 11:10 p.m., December 26. At that time the train consisted of one car for Schrag, the engine, seven cars for Schrag, five cars for Wheeler, and the caboose, in the order named. The conductor had instructed the other members of the crew to turn the engine and the car ahead of the engine on the wye at Bassett Junction, take the cars for Schrag to their destination, and then return to Bassett Junction with the engine. After the train stopped at Bassett Junction the swing brakeman detached the engine from the cars behind it. The engine, pushing one car; proceeded to the east switch of the wye. The swing brakeman rode on the footboard at the rear of the tender. He thought that the front brakeman rode in the cab of the engine. When the rear of the tender passed the switch, the front brakeman was standing at the switch stand. He lined the switch for movement on the east leg of the wye, and when the movement was started he remained at the switch until after the rear of the tender passed him. The swing brakeman assumed that the front brakeman intended to restore the switch to normal position. When the engine reached the south switch the swing brakeman alighted and lined the switch for movement to the main track of the Schrag-Bassett Junction line. Before this movement was made he observed the front brakeman walking toward him along the fireman's side of the engine. He said that the movement from the east switch to the south switch was made at a speed which would have permitted the front brakeman to line the east switch to normal position and then board the car being pulled by the engine. It did not occur to him to ask the front brakeman if he had restored the switch to normal position. The engine and car returned to the rear portion of the train via the east leg of the wye. The cars for Schrag were detached from the rear portion of the train, and the engine, in backward motion and pulling the eight cars, proceeded to Schrag. The front brakeman, the swing brakeman, and the flagman accompanied the engine. When the engine returned from Schrag it proceeded directly to the main track of the Cheney-Connell line via the west leg of the wye. It was coupled to the rear portion of the train. The train, with the engine in backward motion, then departed for Wheeler. The swing brakeman said that the headlight on the tender of the engine was lighted before the train departed from Basset Junction. On the movement from Bassett Junction to Wheeler the enginemen and the front brakeman were on the engine and the other members of the crew were in the caboose. The employees in the caboose did not notice the position of the east switch of the wye. Extra 1567 East was the last train to pass over the switch prior to the time of the accident. It appears that the switch was not restored to normal position after the engine and car were turned on the wye, and that when Extra 1567 East departed from Bassett Junction the employees on the engine failed to observe that the switch was not properly lined.
None of the surviving employees observed, the position of the switch involved after the front brakeman lined it for entry to the east leg of the wye. This brakeman entered the service of the carrier as a student brakeman on August 4, 1952. The swing brakeman said he was aware that the front brakeman had had limited experience. However, the front brakeman die not question him concerning his duties in connection with the switching which was to be performed at Bassett Junction, and he assumed that the front brakeman understood the movements which were to be made. For this reason he did not consider it necessary to instruct the front brakeman as to the switches which he was to line or the positions in which the switches ware to be left. When the front brakeman remained at the switch after the movement to the east leg of the wye was started, the swing brakeman assumed that he understood that the switch was to be restored to normal position after the engine and car passed over it and that he was remaining at the switch for that purpose. On the day of the accident the engineer was making his seventh trip as an engineer, and his first trip over the line between Council and Wheeler as an engineer. He had previously worked in this territory as a fireman, but since September 4, 1948, he had made only one trip in each direction over the line on which the accident occurred.
Cause
It is found that this accident was caused by a defective switch.
Dated at Washington, D. C., this fourth day of February, 1953.
By the Commission, Commissioner Patterson.
(SEAL) GEORGE V. LAIRD,
Acting Secretary.
FOOTNOTE
1. Under authority of section 17 (2) of the Interstate Commerce Act the above-entitled proceeding vas referred by the Commission to Commissioner Patterson for consideration arid disposition.

Sunday, May 4, 2008

Fate of the Coulee City Roundhouse

From the "Coulee City News," Coulee City, WA,

Friday 8-1-1947

Fire Destroys Bitco Plant Here Tuesday

A spectacular fire Tuesday night (July 29) virtually destroyed the plant and equipment of Bitco, Inc. No immediate estimate of the amount of damage was available. Cause of the fire was unknown.

The fire was discovered about 9:30 pm Tuesday by three men on the night shift at Bitco.

Clyde Welker, local manager for Bitco, said he attempted to turn in the alarm by telephone but got only a busy signal when dialing the fire department number. The alarm was finally turned in by a passerby who drove downtown to turn in the alarm.

The plant, housed in the old Northern Pacific roundhouse building, was blazing from end to end by the time the fire fighting equipment arrived.

There was an additional delay in getting water on the flames because of lack of sufficient hose to reach the fire hydrant on Main street, three blocks away.

The Welder residence, only a few feet from the plant, was not damaged. Electrical service throughout the town was interrupted for a few minutes during the fire.

Bitco, with head offices in Wallace, Ida., was engaged in tool sharpening operations, and handled tool sharpening for the Bureau of Reclamation and all major contractors on the Columbia Basin Project except Connelly and Winston-Utah companies. Thirteen people were employed by Bitco here.

Welker said Wednesday that the loss was at least partially covered by insurance. He said decision on reestablishment of the plant here would by made by Bitco officials later.

Saturday, May 3, 2008

Ice Cave in Moses Coulee

ICE IN SALMON COULEE

New York Times article on Oct. 9, 1892.

Some interesting natural curiosities are found in the construction of the Great Northern Railroad through the Big Bend of the Columbia River in Eastern Washington. The region is a plateau of basaltic rock, in which the river has worn three channels. The river now flows in the most westerly of these. The others have dried up, except for some salt lakes in the Grand Coulee.

These coulees have perpendicular walls of rock 1,000 to 1,500 feet high. There is an opening about the middle of the Grand Coulee where the walls are broken, so that a road cuts through, and here is Coulee City. The Big Bend country is excessively dry except in the spring when the melting snow moistens its surface. Thus this great bed of lava has remained unexplored until this army of laborers began to dig and blast and spy out secrets which the Indians have held for generations.

One day in midsummer R. W. Helm , who was working in Salmon Coulee, a branch of Moses Coulee, was astonished by the approach of an Indian with a considerable quantity of ice rolled up in a blanket which he offered for sale. He bought it and then followed the Indian’s trail back into the coulee. A search disclosed a cold stream trickling through the shellrock, and further up the ice beds were found. They were formed among the masses of shellrock by the melting of snow in winter, the water running down among the rock and freezing at night. Ice remains there perpetually and in large quantities. the most singular feature is that the spot is only 500 feet above the sea, and the sun beats with intense heat upon the rocks above the ice, which is also exposed to warm draughts of air through the crevices, yet it never melts.


The photo shows the family searching the rocks, which is all that remains of the ice cave. There was plenty of ice between the rocks, and it was about 70 degrees that day.