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Place Names in Pocahontas County

 

An alphabetic gazetteer of populated places, historic settlements, railway stations, and notable geographic localities in Pocahontas County, West Virginia:

A

  • Abes Run — Local community and stream valley tributary to the East Fork of Greenbrier River, northeast of Thornwood.

  • Academy — Historic postal and municipal designation for Hillsboro, named for the Hillsboro Academy established in 1842.

  • Allegheny — Mountain locality and early railway station point along the eastern rim bordering Virginia.

  • Appalachia — Rural settlement along the Highland County, Virginia boundary line.

  • Arbovale — Unincorporated community situated in the upper Deer Creek valley along WV Route 28, north of Green Bank; historically significant for early tanning, agriculture, and proximity to the Green Bank Observatory.

  • Arista — Early rural dispatch point and timber tract locality.

  • Asbury — Historic church settlement and rural hamlet in the Little Levels district.

B

  • Bartow — Unincorporated community on the East Fork of the Greenbrier River at the junction of US Route 250 and WV Route 28; site of the historic 1861 Battle of Greenbrier River (Camp Bartow / Travelers Repose).

  • Beard — Unincorporated community and former Chesapeake & Ohio (C&O) Railway Greenbrier Division station located on the Greenbrier River south of Hillsboro.

  • Beard Heights — Residential locality and prominent ridge overlook positioned directly north of Marlinton along US Route 219.

  • Beef Camp — Historic mountain hollow and tributary logging settlement near the Williams River drainage.

  • Big Run — Settlement along the northern drainage of the Greenbrier River, north of Durbin.

  • Boyer — Unincorporated rural community situated on the East Fork of the Greenbrier River along WV Route 28 between Arbovale and Frank.

  • Braucher — Former timber boomtown and railroad siding on the West Fork of the Greenbrier River; settled during the early 20th-century spruce-harvesting era.

  • Buckeye — Unincorporated community on US Route 219 and the Greenbrier River, approximately three miles southwest of Marlinton; site of early limestone kilns and C&O depot.

  • Burner — Abandoned logging camp and former rail stop on the Greenbrier River above Durbin.

C

  • Camp Bartow — Civil War fortification site at the junction of US Route 250 and WV Route 28 at the foot of Allegheny Mountain (see Bartow).

  • Camp Run — Early logging camp and creek settlement near the upper Williams River headwaters.

  • Cass — Historic incorporated company mill town established in 1901 by the West Virginia Pulp and Paper Company (Westvaco) on the Greenbrier River; current terminus of the Cass Scenic Railroad State Park.

  • Clover Lick — Unincorporated river and railroad community situated at the confluence of Clover Creek and the Greenbrier River; prominent 19th-century trading depot and livestock center.

D

  • Denmar — Unincorporated river settlement and site of the former West Virginia State Hospital / Tuberculosis Sanatorium on the Greenbrier River, south of Mill Point.

  • Driftwood — Historic rail junction and seasonal mill camp along the Greenbrier River corridor.

  • Droop — Ridge-top community atop Droop Mountain; site of the November 6, 1863 Battle of Droop Mountain, now commemorated at Droop Mountain Battlefield State Park.

  • Dunmore — Unincorporated village in the Deer Creek valley along WV Route 28; early pioneer hub, tannery center, and milling location.

  • Durbin — Incorporated municipality located at the junction of the East and West Forks of the Greenbrier River along US Route 250; established as a pivotal terminus connecting the C&O and Western Maryland railways.

E

  • Edray — Unincorporated agricultural settlement on US Route 219, four miles north of Marlinton; site of early 19th-century academies, churches, and the Edray State Trout Hatchery.

  • Elk — Historic siding and timber transfer station along the Greenbrier River near Cass.

  • Elk Mountain — High mountain ridge and pass traversing the boundary between Marlinton and the upper Greenbrier Valley; historically noted for panoramic roadside stops along US Route 219.

F

  • Frost — Unincorporated crossroads community on WV Route 92 in the Knapps Creek valley east of Minnehaha Springs; prominent early agricultural and grazing hub.

  • Frank — Industrial settlement and mill site adjacent to Durbin on the East Fork of the Greenbrier River; site of the historic Pocahontas Tanning Company extract plant.

G

  • Glade Run — Historic lumber and farming tract south of the upper Shavers Fork divide.

  • Green Bank — Unincorporated village in the Deer Creek valley along WV Route 28; location of the National Radio Astronomy Observatory (Green Bank Observatory), the Green Bank Telescope (GBT), and the National Radio Quiet Zone headquarters.

H

  • Hillsboro — Incorporated town in the fertile limestone basin known as the Little Levels; birth site of author Pearl S. Buck and one of the county's earliest permanent 18th-century settlements.

  • Hosterman — Former lumber mill town and C&O rail siding on the Greenbrier River between Durbin and Cass.

  • Huntersville — Unincorporated historic village on Knapps Creek, six miles east of Marlinton; original county seat of Pocahontas County from 1821 to 1891.

J

  • Jacox — Rural hamlet located west of Droop Mountain near the headwaters of Locust Creek and the Little Levels district.

K

  • Kennison — High plateau farming and logging outpost situated near Cranberry Glades and the headwaters of the Cranberry River.

  • Knapp — Former logging hamlet and post office named after Knapps Creek, east of Huntersville.

L

  • Linwood — Rural community at the western foot of Cheat Mountain on US Route 219, serving as the northern valley gateway to the Snowshoe Mountain Resort area.

  • Lobelia — Isolated agricultural hamlet tucked in the Little Levels highlands southwest of Hillsboro; home territory of Appalachian balladeers and traditional mountain fiddlers.

M

  • Marlinton — Incorporated town and county seat of Pocahontas County, situated at the confluence of Knapps Creek and the Greenbrier River; originally established as Jacob Marlin’s settlement in 1749, chartered as a town in 1891, and historically served by the C&O Greenbrier Division.

  • Mill Point — Historic crossroads settlement at the intersection of US Route 219 and WV Route 39; site of Stephen Sewell’s early mill (1750) and prominent saltpeter/flour mills.

  • Minnehaha Springs — Unincorporated mountain resort community on Knapps Creek along WV Route 39, known for natural mineral springs and historic mountain hotel operations.

N

  • Nottingham — Former post office and dispersed farming community in the upper Greenbrier Valley near Boyer.

O

  • Olive — Historic rural school district and post office location near the head of Clover Creek.

  • Onoto — Early logging and rail settlement on the Greenbrier River between Buckeye and Marlinton.

P

  • Pocahontas — Historic rail junction designation near Durbin.

R

  • Raywood — Abandoned timber-era company town and massive sawmill site situated on the Greenbrier River between Cass and Boyer.

  • Rimel — Historic rural hamlet and CCC camp area on Knapps Creek along WV Route 39 east of Minnehaha Springs.

S

  • Seebert — Historic river community and major timber shipping point on the Greenbrier River adjacent to Watoga State Park.

  • Sitlington — Former C&O Railway siding and rural hamlet on the Greenbrier River north of Marlinton.

  • Slaty Fork — Unincorporated settlement on US Route 219 at the confluence of the headwaters of the Tygart Valley River; base access point for the Snowshoe Mountain resort complex.

  • Spruce — Historic, now-deserted high-elevation pulpwood town and junction of the Greenbrier, Cheat and Elk Railroad situated on Shavers Fork of Cheat River (elevation 3,853 ft).

  • Stony Bottom — River hamlet and former C&O depot located on the Greenbrier River between Clover Lick and Cass.

T

  • Thorny Creek — Dispersed rural community along the creek valley entering the Greenbrier River north of Marlinton.

  • Thornwood — Rural community situated on the East Fork of the Greenbrier River along US Route 250, east of Bartow near the Virginia state line.

  • Travelers Repose — Historical stagecoach stop and tavern location established in 1827 on the Staunton-Parkersburg Turnpike (modern Bartow).

W

  • Wanless — Historic logging locality and station along the West Fork of Greenbrier River.

  • Watoga — Historical timber community on the Greenbrier River; namesake for West Virginia's oldest and largest state park, Watoga State Park.

  • Wildell — Abandoned sawmill settlement on the upper West Fork of the Greenbrier River along the Western Maryland Railway corridor near the Randolph County line.

  • Woodrow — Rural farming community situated on the ridge plateau between Marlinton and Campbelltown.
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Ghost Towns & Abandoned Timber Settlements

  • Braucher — A boom-era spruce logging settlement and terminal hub on the West Fork of the Greenbrier River, active in the early 1900s during intensive timber operations by the West Virginia Pulp and Paper Company and local operators.

  • Burner — A bustling sawmill company town and Western Maryland Railway stop established along the upper West Fork of the Greenbrier River near Durbin; abandoned following the depletion of nearby virgin timber stands.

  • Hosterman — Once a thriving double-band sawmill town situated on the Greenbrier River between Cass and Durbin; established around 1905, it featured company stores, boardinghouses, and rail sidings that completely vanished after the mill burned and timber played out.

  • Raywood — A short-lived timber boomtown on the Greenbrier River north of Cass, home to what was once billed as one of the world's largest sawmills (the West Virginia Spruce Lumber Company mill), operating around 1900–1901 before operations consolidated downriver to Cass.

  • Spruce — Located at an elevation of 3,853 feet on the Shavers Fork of the Cheat River, Spruce was a major junction connecting the Greenbrier, Cheat and Elk Railroad with the Western Maryland. It once housed a large pulp mill, rotary snowplows, rail yards, and dozens of company houses, accessible entirely by rail with no roads.

  • Wildell — Located on the upper West Fork of the Greenbrier River near the Pocahontas–Randolph border, this company lumber camp and band mill town operated around the Wildell Lumber Company's logging lines in the early 20th century.

  • Winterburn — A major timber camp and sawmill site on the East Fork of the Greenbrier River along the Coal & Iron Railway (later Western Maryland) line northeast of Bartow.

Defunct Railway Stations, Sidings & River Landings

  • Beard Siding — Former C&O Greenbrier Division station and siding serving local freight, livestock pens, and lumber transport between Droop Mountain and Hillsboro.

  • Driftwood Siding — An operational rail siding and water stop along the Greenbrier River line used for passing freights and organizing log car trains.

  • Horrock — Milepost 29.64 on the C&O Greenbrier Division; established in 1903 with a stub siding built specifically for the Horrocks Desk Company lumber shipments, removed in the 1930s.

  • Onoto — A busy logging junction and C&O freight siding located between Marlinton and Buckeye, once facilitating log transfers from surrounding hollows onto the main river line.

  • Sitlington — A C&O passing siding, passenger flag stop, and freight platform north of Marlinton near the mouth of Thorny Creek.

  • Wanless — A Western Maryland railway siding on the West Fork branch north of Durbin, used for staging log cars coming off mountain spurs.

  • Woodrow Siding — A secondary rail spur and staging point used during the early 1900s for timber clearance along the middle river corridor.

Historical footage and field walks document the remaining foundations and rail beds of these highland logging operations:

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The industrial timber boom in the upper Greenbrier Valley produced several company-built boomtowns that rose rapidly at the turn of the 20th century and vanished just as quickly once the virgin spruce and hardwood stands were cut. Along the Chesapeake & Ohio Railway’s Greenbrier Division, Hosterman and Raywood were two of the most prominent mill sites whose lifecycles mirrored the rise and fall of the regional logging empire.

The Hosterman Sawmill

1. Establishment

  • Location & Railroad Access: Hosterman was located along the Greenbrier River between Cass and Durbin, situated near Milepost 88 on the C&O Greenbrier Division. Locally, it was also referred to as Hiner Town.

  • Founding: As the C&O line pushed northward toward Durbin between 1900 and 1902, the Hosterman Lumber Company established its primary base of operations to tap timber tracts across the Greenbrier River watershed and up tributary hollows like Trout Run.

  • Infrastructure: A town quickly formed around the company's double-band sawmill, including worker housing, a company store, machine shops, boardinghouses, log storage ponds, and dedicated freight and passenger agency facilities on the C&O. Logging was supported by geared steam locomotives—specifically Climax and Shay engines—operating on steep, temporary branch lines.

2. Peak Production

  • The Boom Years (c. 1904–1910): The Hosterman mill ran at full capacity during the height of the West Virginia lumber boom, processing millions of board feet of virgin red spruce and mixed hardwoods annually.

  • Hazardous Operations: Like many mountain logging outfits, Hosterman operated under dangerous working conditions. On July 26, 1906, a major industrial disaster occurred when the boiler of a Hosterman Lumber Company Climax engine exploded on Little Mountain near the Uriah Hevener farm, killing crewman William Addleman and making regional headlines. Wrecks and derailments along Trout Run and connecting spurs were frequent as heavy log trains negotiated rough switchbacks.

3. Depletion & Abandonment

  • Mill Closure (1912): By 1912, the timber holdings feeding the Hosterman mill were exhausted. The mill ceased cutting, and the machinery was dismantled and sold off or relocated.

  • Terminal Decline: After the mill shut down, the worker population scattered to active operations in Cass, Durbin, and Spruce.

  • Railroad Abandonment: The C&O maintained Hosterman as an agency station for several more years to service lingering regional shipments, but formally closed the depot on April 15, 1919. Today, the site consists of reverting forest, trace foundation stones, and rail bed remnants along the Greenbrier River.

The Raywood Sawmill

1. Establishment

  • Location: Situated along the Greenbrier River and the C&O right-of-way between Cass and Boyer, close to the mouth of Deer Creek and Dunmore.

  • Origins: Raywood was laid out in the early 1900s during the rapid rail expansion through northern Pocahontas County. The site hosted operations organized to cut the rich spruce slopes flanking the eastern ridges and upper Greenbrier benches.

  • The Warn Lumber Era: While early lumber outfits utilized the site, Raywood became most famous under the Warn Lumber Corporation (often referred to locally as Warn Town), which constructed a sizable mill complex, logging sidings, and employee settlements.

2. Peak Production

  • High-Volume Output (1910s–1920s): Raywood’s band mill served as a steady producer of finished structural lumber and pulp timber.

  • Regional Interdependence: Raywood’s timber milling played an essential role in keeping surrounding industry running. When the massive West Virginia Pulp and Paper Company mill downriver at Cass burned in a catastrophic fire in February 1922, the Warn Lumber Corporation at Raywood cut the framing lumber used to rebuild the Cass mill.

  • Community Life: By 1923, Raywood maintained an active school, post office, railway depot, and a settled community of loggers, sawyers, and their families. Geared engines worked dedicated spurs hauling logs directly out of surrounding hollows down to the river landing.

3. Depletion & Abandonment

  • Timber Exhaustion: By the late 1920s, the virgin forests of northern Pocahontas County were largely stripped, and independent lumber companies found it unprofitable to log second-growth or distant high-ridge tracts.

  • Depot Closure (July 22, 1929): The mill completed its final cuts and was closed in the late 1920s. The C&O officially shuttered the Raywood agency station on July 22, 1929, ending freight agency services just months before the onset of the Great Depression.

  • Present State: The company houses and mill structures were dismantled or decayed. Today, Raywood exists as open agricultural bottomland and quiet riverbank, with little visible evidence of the busy industrial town that operated there a century ago.

Examining historical logging machinery and surviving mill sites provides a direct sense of how these operations were laid out:
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Geared steam locomotive records from the Lima Locomotive Works (Shay) and the Climax Manufacturing Company document the following motive power rosters for the Hosterman Lumber Company and Warn Lumber Company operations in Pocahontas County:

Hosterman Lumber Company (Hosterman / Trout Run)

Hosterman utilized narrow-gauge trackage (specifically 42-inch gauge) for its mountain tramroads up Trout Run and surrounding hollows, keeping log transfer facilities at the C&O Greenbrier Division siding.

  • Hosterman Lumber Co. No. 1

    • Builder: Climax Manufacturing Company (Corry, Pennsylvania)

    • Shop / Serial Number: 121

    • Date Built: 1893

    • Configuration: Class B, 2 trucks, 20 tons

    • Track Gauge: 42-inch gauge

    • Provenance / Notes: Originally built for the Pardee Lumber Company (No. 121) at Pardee Station, Pennsylvania. Acquired by Hosterman around 1903. In July 1906, this locomotive suffered a catastrophic boiler explosion on Little Mountain near Hosterman, killing crewman William Addleman and destroying the engine.

(Note: While unnumbered team tram engines and temporary contract power worked the upper cuttings, Shop No. 121 is the sole confirmed Climax on builder records specifically registered to Hosterman.)

Warn Lumber Company / Warn Lumber Corporation (Raywood / Warntown & Seebert)

The Warn family operated standard-gauge trackage connecting to the C&O Greenbrier Division. Their motive power was ordered through or shared with associated subsidiary entities—notably the Cranberry Lumber Company / Cranberry Railroad operations—before and during their major milling era at Raywood.

  • Warn Lumber Co. / Cranberry Railroad No. 1

    • Builder: Lima Locomotive & Machine Company (Lima, Ohio)

    • Shop / Serial Number: 997

    • Date Built: c. 1905

    • Configuration: Class B Shay, 2 trucks, approximately 55 tons

    • Track Gauge: Standard (4 ft 8½ in)

    • Service: Handled log train delivery off mountain spurs to the Warn transfer points and sawmills along the Greenbrier corridor.

  • Warn Lumber Co. / Cranberry Railroad No. 2

    • Builder: Lima Locomotive & Machine Company (Lima, Ohio)

    • Shop / Serial Number: 1784

    • Date Built: November 16, 1906

    • Configuration: Class B Shay, 2 trucks, 55 tons (cylinders: 12" × 12", driver diameter: 36")

    • Track Gauge: Standard (4 ft 8½ in)

    • Service: Stationed and operated by Warn Lumber Co. out of their Warntown/Raywood and southern county timber tracts, hauling log trains to the C&O interchange.

Footage of surviving geared locomotives operating in the Greenbrier Valley demonstrates the distinctive mechanical drive systems used by both companies:
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Incorporated in 1910 by the West Virginia Pulp and Paper Company (Westvaco) as the successor to the earlier Greenbrier & Elk River Railroad, the Greenbrier, Cheat and Elk Railroad (GC&E) grew into one of the largest and most rugged logging railway networks in the United States.

Headquartered out of the mill town of Cass and the mountain transfer hub of Spruce (elevation 3,853 feet), the GC&E functioned as both a mountain-climbing industrial tramway and an interstate common carrier.

The Track Network

At its zenith in the early 1920s, the GC&E controlled approximately 175 miles of standard-gauge trackage, spanning three major mountain drainage basins: the Greenbrier, Shavers Fork of the Cheat, and the Elk River.

                 [Cheat Junction] (Connection to Western Maryland / C&I)
                        |
                        | (Shavers Fork Line, ~30 miles)
                        |
  [Webster Springs / Bergoo] --- (Elk River Line) --- [SPRUCE] (Pulp Mill & Classification Yard)
                                                        |
                                                        | (The Cass Hill / Back Allegheny Spine, ~8 miles)
                                                        | (Two Switchbacks, grades up to 9–11%)
                                                        |
                                                      [CASS] (Main Double-Band Sawmill & C&O Connection)

1. The Cass Hill (Cass to Spruce)

  • Profile: An 8-mile ascent overcoming more than 1,400 feet of vertical elevation from Cass (2,450 ft) to Spruce (3,853 ft).

  • Operational Engineering: Built with two operational switchbacks to scale Back Allegheny Mountain along Leatherbark Creek. Uncompensated mainline grades averaged 4% to 5%, with localized grades on raw logging spurs exceeding 9% to 11%.

  • Function: Dedicated strictly to geared steam locomotives hauling heavy log cars down to the Cass sawmill or running empty log flats and coal up to the camps.

2. The Shavers Fork Mainline (Spruce to Cheat Junction)

  • Profile: Extended north from Spruce down along the Shavers Fork of Cheat River for roughly 30 miles to connect with the Coal & Iron Railway (Western Maryland Railway) at Cheat Junction, near Bemis.

  • Engineering: This line reached the highest standard-gauge mainline railroad point in the eastern United States at Summit Cut (4,066.6 ft elevation).

3. The Elk River Extension (Spruce to Bergoo & Webster Springs)

  • Profile: Snaked westward off Cheat Mountain down into the upper Elk River basin, pushing through Randolph and Pocahontas counties into Webster County (Bergoo, Leatherwood, and Webster Springs).

  • Function: Tapped rich reserves of red spruce and hardwood, later serving as an outlet for high-grade metallurgical coal deposits. In 1927, the Western Maryland Railway purchased the lines north and west of Spruce, integrating them into its GC&E Subdivision (Elk River Branch).

Motive Power & Locomotive Roster

The GC&E’s mountain grades, tight curvature, and unballasted spur tracks required gear-driven steam locomotives, predominantly Lima Shay engines, supported by rod power for lower river grades. Over its logging era (which passed to the Mower Lumber Company in 1942), the Cass-based operation acquired 17 Shays and experimented with Climax power:

Road No.Type / ClassBuilder & C/NBuilt DateService Notes & Significance
No. 1 (1st)Shay (Class 40-2)Lima #624Dec 1900The pioneer locomotive delivered new to start construction on the Cass Hill; 2-truck design, later sold.
No. 1 (2nd)Shay (Class 65-3)Lima #1519Dec 1905Built for G&ER; standard road-switcher on the mountain, 3-truck.
No. 2 (1st)Shay (Class 50-2)Lima #657May 1901Early logging power on the Cheat drainage; 2-truck.
No. 3 (1st)Climax (Class B)Climax #3511902Only early Climax purchased new by the company; quickly sold in favor of standardized Shay fleets.
No. 4Shay (Class 70-3)Lima #3189Dec 1922Delivered new to GC&E; workhorse on the Cass-Spruce run for decades.
No. 5Shay (Class 80-3)Lima #1503Nov 1905Built new for G&ER; longest continuously operating Shay in the world and designated the official West Virginia State Locomotive.
No. 7Shay (Class 70-3)Lima #3131Oct 1920Built new for GC&E; regular road engine between Spruce and Elk River spurs.
No. 8Shay (Class 80-3)Lima #3172May 1922Heavy road switcher built new for GC&E mountain operations.
No. 11Shay (Class 90-3)Lima #3221May 1923Heavy 3-truck Shay built for long-distance log drags out of the Elk River basin.
No. 12Shay (Class 150-4)Lima #3157Dec 1921Built as a massive 150-ton 3-truck Shay; later rebuilt at the Cass machine shops with a 4th tender truck, making it the longest and heaviest Shay locomotive ever operated.
These locomotives utilized an external crankshaft and bevel gear system to negotiate steep, unballasted mountain grades:
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Situated at an elevation of 3,853 feet along the rocky banks of the Shavers Fork of the Cheat River, Spruce, West Virginia was one of the highest and most isolated company towns ever constructed east of the Mississippi.

Built in the early 1900s by the West Virginia Pulp and Paper Company (Westvaco), Spruce had no public road access. Every resident, timber log, ton of coal, and piece of machinery moved exclusively by rail over the Greenbrier, Cheat and Elk Railroad (GC&E) and the Western Maryland Railway.

Town Layout & Geography

Spruce was shoehorned into a narrow, cold river basin between Cheat Mountain to the west and Back Allegheny Mountain to the east. Because level ground was scarce, the town followed a tight linear footprint parallel to the river and the rail yard.

 [Shavers Fork River]
  ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
      [Barking & Chipping Mill]      [Boiler House / Power Plant]    [Refuse Pile]
  ===============================================================================
      [Yard Tracks / Classification Siding]  [Main Line to Cheat Jct / Cass]
  ===============================================================================
      [Depot / Operator]    [Cass Hill Lead]    [Machine Shop & Engine House]
  -------------------------------------------------------------------------------
      [Company Store]       [Doctor's Office]   [School / Church Hall]
        [Boarding House]      [Family Dwellings along the Hillside Bench]
  ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
  [Climbing Slope of Back Allegheny Mountain]
  • The Industrial Riverbank: The heavy processing plant, steam boilers, barking drums, and wood yards were positioned directly along the Shavers Fork for industrial water supply and disposal.

  • The Central Yard: A multi-track classification rail yard divided the industrial zone from the residential strip.

  • The Settlement Bench: Company houses, boarding establishments, and community structures were terraced into the lower foot of the mountain slope above the track grade to stay clear of seasonal high water.

Industrial Infrastructure

Spruce was engineered not as a finished paper mill, but as an extraction, barking, and chipping hub feeding Westvaco’s massive down-valley chemical pulp and paper mill in Luke, Maryland.

  • The Barking and Chipping Mill: Equipped with heavy steam-driven rossing machines (bark peelers) and high-speed chippers. Red spruce logs brought off the surrounding mountain spurs were stripped of their resinous outer bark and chipped into uniform fragments or cut into four-foot pulpwood bolts.

  • Steam Power Plant: A large battery of coal-fired boilers powered the mill's chippers and conveyors while supplying exhaust steam to keep pipes, water tanks, and machinery from freezing during the sub-zero winters.

  • Rotary Snowplow Facility & Engine Stalls: Because winter snowfall on Cheat Mountain routinely exceeded 120–150 inches with drifts burying cuts over 10 feet deep, Spruce was the operational base for the line's wedge and rotary snowplows. It housed coal tipples, elevated water tanks, and maintenance stalls for servicing geared Shay locomotives.

  • Direct Rail Transfer: The facility featured an elevated trestle and conveyor system designed to load chipped wood and 4-foot pulp bolts directly into high-sided wooden rack cars and standard gondolas bound for the Western Maryland interchange at Cheat Junction.

Community & Civic Facilities

Despite extreme isolation and severe weather, Spruce supported a self-contained community of roughly 200 to 300 permanent residents during its peak between 1910 and 1925.

  • Company Store & Commissary: Operated by Westvaco, the store supplied everything from wool workwear and crosscut saws to staple groceries, all delivered weekly in boxcars from Cass or Elkins.

  • Boarding Houses: Several two-story wooden boarding houses catered to single sawyers, mill hands, track maintenance workers, and locomotive crews resting between mountain runs.

  • Family Housing: Approximately three dozen single-story and two-story frame homes, typically constructed from rough spruce framing and board-and-batten siding, lined the hillside.

  • School and Church: A multi-use frame building functioned as a one-room schoolhouse for the children of mill hands and rail workers on weekdays, transforming into a non-denominational church on Sundays.

  • Company Doctor & Dispensary: A full-time company doctor was stationed at Spruce to handle severe logging trauma, boiler scalds, and injuries sustained on the rail line before patients could be evacuated down to the hospital in Elkins.

Operations & The Production Workflow

The daily rhythm of Spruce was dictated by the scream of steam whistles, the hum of chipper blades, and the exhaust of Shay locomotives working in and out of the yard around the clock.

  1. Inbound Log Runs: GC&E Shays dragged strings of disconnect log trucks and skeleton cars loaded with green spruce out of the Elk River branches and high Cheat spurs into the Spruce receiving yard.

  2. Sorting & Sizing: Logs meeting high-grade structural timber standards were routed across the Cass Hill switchbacks to the double-band sawmill at Cass. Pulp-grade logs (crooked, small-diameter, or tops) were switched to the Spruce mill.

  3. Processing: Logs were bucked, washed, fed through barking drums to strip every trace of bark, and processed through mechanical chippers.

  4. Outbound Dispatch: Chipped pulpwood was loaded into freight cars and assembled into trains. Western Maryland crews or GC&E crews forwarded these trains north along the Shavers Fork to Cheat Junction, where they moved onto the mainline for delivery to the Luke, Maryland paper mills.

Depletion and Decline

The boom ended when the virgin red spruce forests of the upper Cheat watershed were clearcut. By the mid-1920s, the raw timber needed to sustain a dedicated high-elevation pulp mill was gone.

In 1925, Westvaco ceased barking and chipping operations at Spruce, dismantling and scrapping the heavy processing equipment. The Western Maryland Railway took over the remaining trackage through town in 1927, maintaining Spruce as a high-altitude water stop, helper-engine station, and snowplow outpost. By the post-WWII era, when steam gave way to diesel and track maintenance was centralized, the remaining homes were razed or left to decay.

Today, Spruce is completely deserted—a clearing along the river marked only by concrete machine footings, stone retaining walls, discarded coal cinders, and the active tracks of the Durbin & Greenbrier Valley Railroad.

Field exploration videos show the remote site conditions along Shavers Fork and the surviving industrial foundations:

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In 1927, the Western Maryland Railway (WM) formally acquired the northern and western trackage of the Greenbrier, Cheat and Elk Railroad (GC&E) from the West Virginia Pulp and Paper Company (Westvaco). The purchase transformed an isolated industrial timber network into a rugged, high-mountain branch line that funneled massive tonnages of metallurgical coal and forest products out of the Cheat and Elk River basins.

Strategic Context and the 1927 Transaction

By the mid-1920s, Westvaco’s virgin spruce holdings along Shavers Fork and the high plateau were exhausted, leading to the closure of the Spruce pulp mill in 1925. However, while the timber boom was winding down, extensive seams of high-grade, low-volatile metallurgical bituminous coal (notably the Sewell and Upper Freeport seams) had been opened in the upper Elk River basin around Webster County (Bergoo) and Pocahontas County.

  • The ICC Filing & Purchase: To tap these coal reserves and secure an outlet toward central West Virginia, the Western Maryland petitioned the Interstate Commerce Commission (ICC) to acquire the GC&E. In 1927, the WM purchased approximately 74 miles of main track and spurs extending from:

    1. Cheat Junction (interchange point near Bemis/Elkins) south along Shavers Fork to Spruce.

    2. Spruce west down off Cheat Mountain along the Elk River into Webster County to Webster Springs and Bergoo.

  • Division of Territory: Westvaco retained ownership of the Cass Hill—the steep 8-mile grade with two switchbacks climbing from Cass to Spruce. Spruce became the joint junction and physical interchange point between the private logging line (later operated by the Mower Lumber Company) and the common-carrier Western Maryland.

Integration into the Western Maryland System

The Western Maryland organized this newly acquired mountain trackage into its GC&E Subdivision (often referred to operationally as the Greenbrier Subdivision or Elk River Branch), dispatched under the Elkins Division.

1. Spruce as an Operational Outpost

Because of its extreme elevation (3,853 feet) and central location at the junction of the Shavers Fork line, the Elk River line, and the Cass logging connection, Spruce was adapted into a specialized operational outpost:

  • Engine Service & Staging: The WM retained servicing tracks, coal facilities, and water tanks at Spruce. It became a primary staging post for helper engines and mountain crews.

  • Classification & Interchange Yard: The multiple-track yard at Spruce was utilized to sort coal hoppers originating in Bergoo and swap log cars with the geared Shays operating down the Cass switchbacks.

  • Snow-Fighting Base: Spruce served as the winter headquarters for WM wedge plows, spreaders, and heavy rotary equipment needed to clear Summit Cut (4,066.6 ft elevation), where winter snowdrifts routinely buried the rails.

2. Motive Power and Running Operations

Unlike the Cass line, which relied exclusively on geared Shays, the Western Maryland operated heavy conventional side-rod steam power and, later, first-generation diesel road-switchers over the GC&E line:

  • Steam Era Power: The WM assigned rugged Consolidation (2-8-0) and Mikado (2-8-2) steam locomotives (such as classes H-8, H-9, and J-1) equipped with heavy water tenders to handle the rough track and steep river-grade ascents.

  • The Diesel Transition (1950s): In the early 1950s, the line was dieselized with rugged EMD BL2, F7, and GP9 road switchers. Lash-ups of multiple GP9s became standard power on coal drags pulling out of Bergoo through Spruce toward Elkins.

Traffic Flow: Coal, Pulpwood, and Daily Operations

Between 1927 and the mid-1970s, traffic over the GC&E subdivision fell into three primary streams:

  1. Coal from the Elk River Basin: The primary economic driver was coal mined at Bergoo and surrounding tipples. Heavy strings of loaded hoppers were hauled east up the Elk River grade to Spruce, crested the divide at Summit Cut, and drifted north down Shavers Fork through Cheat Junction to Elkins and Cumberland, Maryland.

  2. Interchange with Cass / Mower Lumber: The Mower Lumber Company (which acquired Westvaco's Cass mill operations in 1942) continued to run Shays up the mountain to Spruce. Finished lumber, rough logs, and chemical wood flats were interchanged with WM crews in the Spruce yard.

  3. Local Freight & Passenger Mixed Service: The WM maintained passenger and express service (often via a mixed train or doodlebug) connecting the isolated mountain camps along Shavers Fork to the main junction at Elkins, carrying groceries, mail, hardware, and timber workers.

Decline and Corporate Succession

  • Tipple Closures & Strip Mining Exhaustion: By the 1960s and early 1970s, deep coal reserves along the upper Elk River were depleted or closed due to shifting market conditions.

  • Chessie System Consolidation (1970s): Following the corporate merger and coordination of the Western Maryland, B&O, and C&O into the Chessie System, duplicate mountain lines were reviewed for abandonment.

  • Abandonment: The Elk River branch from Bergoo to Spruce was cut back, and through-freight service over Shavers Fork dwindled.

  • Modern Preservation: While common-carrier coal operations ceased, the tracks through Spruce survived. Today, the historic Shavers Fork trackage acquired in 1927 forms the operational backbone for heritage excursions operated by the Durbin & Greenbrier Valley Railroad (including the Cheat Mountain Salamander and connections to Cass Scenic Railroad trains meeting at the Spruce wye).

Surviving mountain trackage along Shavers Fork and the remote junction at Spruce highlight the rugged terrain navigated by Western Maryland trains:
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Carved directly across the crest of Cheat Mountain, Summit Cut reached an elevation of 4,066.6 feet, making it the highest point reached by a standard-gauge common-carrier railroad in the eastern United States.

Acquired by the Western Maryland Railway (WM) from the Greenbrier, Cheat and Elk Railroad in 1927, this narrow rock trench along the Shavers Fork line presented severe operational hazards, extreme weather, and constant battles against winter snow accumulation.

Geographic Elevation and Profile

  • Location: Situated along the spine of Cheat Mountain between Spruce (Milepost 88, elev. 3,853 ft) and Cheat Bridge/Bemis on the Western Maryland’s GC&E Subdivision.

  • The Continental Divide: The cut pierced the high ridge separating the drainage basins of the Shavers Fork of the Cheat River from adjacent mountain watersheds.

  • The High Point: At 4,066.6 feet above sea level, Summit Cut surpassed the elevations of any other mainline rail crossing east of the Mississippi, including famous Allegheny passes such as Sand Patch on the B&O (2,258 ft) and Gallitzin on the Pennsylvania Railroad (2,167 ft).

Engineering & Construction Challenges

Cutting a standard-gauge railroad grade through the top of Cheat Mountain in the early 1900s required brute force and ongoing maintenance to keep trains on the rails:

  • Blasting Through Sandstone and Shale: The cut was excavated using dynamite, steam shovels, and manual labor through layers of hard Pottsville sandstone and brittle shale. To keep the ruling grade manageable for heavily loaded trains, engineers had to slice deep into the crest, creating sheer rock and dirt walls directly alongside the track.

  • Narrow Trench Footprint: Because of construction costs and the difficult terrain, the cut was engineered narrow with minimal side clearance. This limited ditch space for runoff and left nowhere for debris, ice, or plowed snow to go.

  • Freeze-Thaw Subgrade Instability: Perched above 4,000 feet, the roadbed was subjected to severe freeze-thaw cycles from October through May. Subterranean mountain springs and trapped runoff saturated the ballast, causing heavy frost-heaves, mud boils, and track misalignment that threatened to derail rigid-frame steam locomotives and heavy coal hoppers.

  • Tight Curvature on the Approaches: Approaching the cut required climbing continuous grades between 2% and 3.5%, navigating tight reverse curves that reduced train speed and increased the risk of stalling when track adhesion dropped.

Snow-Fighting Operations

The microclimate atop Cheat Mountain turned Summit Cut into an operational choke point every winter. The high plateau receives 150 to over 200 inches of snow annually, paired with sub-zero temperatures and sustained 40–60 mph ridge winds.

The "Snow Funnel" Effect

The physical geometry of Summit Cut made it a natural trap. As winds whipped across the high timbered benches, they swept surface snow into the cut, filling the trench to the top with dense, wind-packed drifts that reached 10 to 20 feet deep. A cut cleared in the morning could pack solid again within two hours during a whiteout.

Fighting the Drifts

To keep coal drags moving from Bergoo and mixed freight rolling north to Elkins, the Western Maryland maintained an aggressive snow-fighting fleet staged out of Spruce and Elkins:

  • Russell Wedge Plows: Heavy, steel-nosed wedge plows pushed by two or three steam locomotives (typically Consolidations or Mikados, later lash-ups of EMD GP9s) rammed into the drifts at high speeds to blast the powder clear of the rim.

  • Jordan Spreaders: Equipped with wide folding steel wings, Jordan Spreaders were run behind the plow to scrape the roadbed down to ballast, clear the flangeways, and push snow banks back from the right-of-way.

  • Rotary Snowplows: When wind-packed snow crusted into solid ice, or when drifts completely overwhelmed wedge plows, the railroad deployed steam rotary snowplows. The spinning wheel chopped the packed ice and threw it high out of the cut.

  • Section Gangs and Pickaxes: Flangeways along curves and guardrails frequently choked with solid blue ice that plows could not dislodge without jumping the tracks. Section gangs worked in sub-zero wind chills with picks, shovels, and steam torches to break the ice by hand.

Stalled Trains and Freezing Hazards

Winter operations through Summit Cut were perilous:

  • Plow runs that lost momentum inside the cut risked becoming wedged fast by the weight of the snow, requiring crews to shovel the locomotive wheels free by hand.

  • Air brake lines, injectors, and tender hoses froze instantly when trains stalled.

  • Tonnage ratings through the cut were sharply reduced throughout the winter, and coal drags were often double- or triple-headed with helper locomotives to prevent stalling on the ascent.

Archival film and modern rail runs across Cheat Mountain illustrate the high-altitude terrain and narrow rock cuts negotiated along this line:
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To keep high-elevation lines like the GC&E Subdivision (Spruce and Summit Cut), the Thomas Grade across Blackwater Canyon, and the Webster Springs branch open in winter, the Western Maryland Railway (WM) relied on dedicated Maintenance of Way (MOW) snow-fighting fleets. The frontline work fell on heavy steel-and-wood Russell snow plows to bust initial drifts, followed by O.F. Jordan Spreaders to cut back banks, shape ditches, and clear flangeways down to rail level.

Russell Wedge & Flanger Plows

The Western Maryland favored wedge plows manufactured by the Russell Car & Snow Plow Company of Ridgway, Pennsylvania. These were purpose-built, heavily ballasted car bodies designed with an elevated cupola over the rear so the plow operator could watch the track, sight switches and obstructions, and manually or pneumatically signal the pushing locomotives.

Key Models & Specifications

  • Russell Standard Single-Track Wedge Plows (Nos. 100, 101, 102 series)

    • Builder: Russell Car & Snow Plow Co. (Ridgway, PA).

    • Construction: Heavy timber frame and body reinforced with structural steel bracing and a riveted steel front wedge apron. Later shopped units received partial or full exterior steel plating.

    • Configuration: "V"-nose wedge designed to cast snow symmetrically to both sides of a single mainline track.

    • Weight & Ballast: Weighed between 65,000 and 80,000 lbs empty, often ballasted with scrap steel, pig iron, or concrete over the front trucks to keep the nose wedged down onto the rail and prevent the plow from riding up over packed hardpan snow and ice.

    • Flanger / Drop Wings: Equipped with lower pneumatic drop flanger blades beneath the throat. When lowered, these cut a 2- to 3-inch groove inside both rail heads to clear ice away from wheel flanges, and were hoisted by compressed air from the pushing engines when crossing switches, grade crossings, or bridge guard rails.

  • Russell Wing Plows (Nos. 103, 105, 106)

    • Configuration: Equipped with manually or air-actuated lateral wooden/steel-plated side wings that swung out 3 to 5 feet on either side.

    • Function on Cheat Mountain: While the front wedge blew open the core drift through tight rock trenches like Summit Cut, the side wings were swung open on broader fills and cuts to push the snow ridge back beyond the track clearance envelope, preventing the next gust of wind from blowing the snow directly back into the rails.

  • Operating Practice: Pushed at speed (often 20–35 mph into open cuts) by two or three steam Consolidations (H-8, H-9) or Mikados (J-1), and later by multiple EMD GP9 diesel switchers. Plow operators sat in the elevated cupola using air whistles and cab signals to direct throttle and braking on the pusher locomotives.

O.F. Jordan Spreaders

While Russell plows acted as high-speed drift-busters, the work of shaping the right-of-way, scraping ice, and cutting deep snow shelves fell to multi-purpose spreaders manufactured by the O.F. Jordan Company of East Chicago, Indiana. The WM maintained these as year-round MOW machines—spreading stone ballast and profiling ditches in spring and summer, then swapping to snow-fighting service from November to April.

Key Models & Series

  • Jordan Standard Type A Spreader-Ditchers (WM Nos. 1015, 1016, 1018 series)

    • Builder: O.F. Jordan Company (East Chicago, IN).

    • Frame & Nose: Heavy riveted-steel underframe built on heavy-duty friction-bearing (and later roller-bearing) freight trucks. The front featured a low, heavy steel "V"-shaped plow nose and drop-down center ice cutter.

    • Side Wings: Massive dual-hinged structural steel ditcher/spreader wings mounted to heavy side-posts. Powered by large pneumatic air cylinders fed from the pushing locomotive’s main air reservoir.

    • Reach & Depth: Each wing could be extended out 15 to 22 feet from track centerline and angled to cut slopes into snow banks or scrape ice up to 2 feet below top-of-rail in trackside ditches.

  • Jordan Heavy-Duty Type J Spreader-Ditcher (WM No. 1020 series)

    • Upgrades: Acquired in later steam and early diesel eras; featured an all-welded steel frame, fully enclosed cab with heated windows for the operator, and high-capacity pneumatic cylinders with high-strength box-section wings.

    • High-Snow Extensions: Fitted with removable upper wooden or sheet-metal wing boards (extension boards) during winter. These vertical extensions raised the effective wing height to 6–7 feet, enabling the machine to slice back vertical snowdrifts left behind by the wedge plows.

  • Ice Cutters & Flanger Knives: The front center apron featured tempered-steel cutting blades positioned between the rails. These chiseled hard blue ice that accumulated in the flangeways around switches, frogs, and road crossings where standard train wheels would otherwise derail.

Equipment Staging & Strategic Deployment

Because high-altitude storms developed rapidly across the Allegheny front, the Western Maryland pre-positioned this equipment in strategically heated engine houses and sidings:

LocationStationed EquipmentPrimary Territory Covered
Elkins, WV1 Russell Wedge Plow, 1 Jordan Spreader, steam wreck craneElkins Yard, Belington, and staging for Shavers Fork lines
Spruce, WV1 Russell Wedge Plow (assigned in winter), dedicated helper enginesSummit Cut, Shavers Fork line to Cheat Junction, and high branches
Thomas, WV1 Russell Wedge/Wing Plow, 1 Jordan SpreaderThomas Grade, Blackwater Canyon, and Davis Branch
Cumberland, MDHeavy Jordan Spreader, backup wedge plowSand Patch approach, Knobmount Yard, and mainline cuts
When a severe blizzard struck Cheat Mountain, the WM ran a standard snow-clearing train consist: a Russell plow leading, pushed by two or three locomotives, followed at a safe braking distance by a Jordan spreader train to shave the drifts flat against the rock walls and prepare the roadbed for the next scheduled coal run.

Archival preservation and operational footage show the massive steel wings and air-powered mechanisms of Jordan Spreaders clearing snow and shaping rights-of-way:

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Plowing through deep, wind-packed drifts at Summit Cut, along Shavers Fork, and up the Blackwater Canyon required immense tractive effort, rigid adhesion, and continuous high-volume air pressure to actuate plow flangers and spreader wings. Because plows lacked propulsion, the Western Maryland Railway assigned specialized steam classes and specific diesel consists based out of Elkins, Thomas, and Cumberland to push this equipment through the mountain subdivisions.

Steam Era Locomotive Assignments (1920s–1953)

During the steam era, pushing a Russell wedge plow or Jordan Spreader into a 15-foot drift was violent work. The WM never assigned light branch power or long-wheelbase articulated mallets to leading plow service; mallets could easily derail on ice-bound flangeways, and light engines lacked momentum. Instead, they relied on heavy 2-8-0 Consolidations and rigid 2-8-2 Mikados.

1. Class H-8 & H-9 Consolidations (2-8-0)

  • The Fleet: WM Nos. 751–830 (H-8, built by Baldwin) and Nos. 831–850 (H-9, built by Baldwin and ALCO).

  • Specifications: 25" × 30" cylinders, 52-inch drivers, 200–220 psi boiler pressure, generating 52,000 to 61,000 lbs of tractive effort.

  • Role in Snow Service: The heavy "H-ball" Consolidations were the primary motive power for West Virginia branch snow-fighting out of Elkins. With their short, compact wheelbases, they tracked rough branch-line track, tight curvature, and switch leads far better than larger engines without climbing ice-packed rails.

  • Operating Practice: A Russell plow train typically operated with two H-8 or H-9 engines coupled tender-to-cowcatcher behind the plow. The lead locomotive supplied air lines to the plow’s reservoir, while both engines ran deep into their cutoffs when slamming into drifts.

2. Class J-1 "Potomac" Mikados (2-8-2)

  • The Fleet: WM Nos. 1111–1130 (built by Baldwin, 1927).

  • Specifications: 27" × 32" cylinders, 63-inch drivers, 225 psi boiler pressure, producing over 68,000 lbs of tractive effort.

  • Role in Snow Service: When blizzards blanketed the Thomas Grade (crescendoing through Blackwater Canyon at over 3% grade) and the higher-tonnage lines toward Durbin and Webster Springs, the larger J-1s were deployed.

  • Advantages: Their massive boilers supplied steady steam without dropping pressure while working at maximum throttle at low speeds. When plowing frozen crust, two J-1s provided the heavy momentum needed to avoid stalling inside narrow cuts.

3. Air Capacity & Winter Rigging on Steam Power

  • Dual Air Compressors: Engines assigned to spreader service were fitted with cross-compound air compressors (Westinghouse 8½-150-D pumps). Deploying the heavy pneumatic ditching wings on a Jordan Spreader while maintaining train brake pipe pressure consumed massive volumes of compressed air.

  • Winter Tenders & Cabs: Engines stationed at Elkins and Thomas featured canvas or wooden cab curtains, storm windows, steam heat lines routed to tender water tanks (to prevent tender water and injector supply pipes from freezing solid), and ice scrapers mounted to pilot steps.

Diesel Era Assignments (1953–1970s)

When the Western Maryland dieselized its West Virginia operations in the early 1950s, the brute momentum of steam was replaced by the low-speed torque and dynamic braking of first-generation Electro-Motive Division (EMD) and American Locomotive Company (ALCO) road switchers.

 [Russell Plow / Spreader] <--- [GP9 / BL2] <--- [GP9 / BL2] <--- [GP9]
 (Air signaled from cupola)     (Lead Cab / M.U.)   (M.U. Booster)   (M.U. Booster)

1. EMD BL2 (Nos. 81–82)

  • Specifications: 1,500 hp, 16-567B engine, Blomberg B-B trucks.

  • Deployment: The WM owned only two BL2 units, and they were assigned almost exclusively to the rugged branch-line network radiating out of Elkins, including runs up Shavers Fork toward Spruce and down to Webster Springs.

  • Plow Service: Because of their semi-streamlined hood design with angled side aprons, BL2s were commonly paired as the lead diesel behind the Russell plows or Jordan Spreaders out of Elkins. Their chamfered cabs gave crews better forward visibility over trailing hoods when sighting hand and whistle signals from the plow cupola.

2. EMD GP7 & GP9 Road Switchers

  • The Fleet: GP7s (Nos. 20–23, 1,500 hp) and GP9s (Nos. 25–44, 1,750 hp, delivered 1954–1957).

  • The Standard Snow Lash-up: The standard winter fight on Cheat Mountain was handled by a three-unit or four-unit lash-up of EMD GP9s.

  • Low-Speed Lugging: With four-wheel Blomberg trucks providing steady adhesion, GP9 lash-ups could sustain maximum continuous tractive effort down to 8–10 mph without slipping or burning traction motors. Multiple-unit (MU) operation meant a single engineer in the lead diesel controlled 5,000 to 7,000 horsepower pressing directly against the plow’s reinforced push plate.

3. ALCO RS-2 & RS-3 Road Switchers

  • The Fleet: RS-2s (Nos. 180–184) and RS-3s (Nos. 185–190).

  • Deployment: Stationed around Cumberland, Knobmount, and the Thomas Grade. The ALCOs, equipped with Model 244 prime movers, excelled at low-speed drag service and were routinely assigned to push Jordan Spreaders during secondary ditching and shelf-clearing passes behind the initial plow runs.

Operational Consist Configuration

Equipment TypeTypical Pusher Power (Steam Era)Typical Pusher Power (Diesel Era)Operating Speed in Cut
Russell Wedge Plow2 × Class H-8/H-9 Consolidations3 × EMD GP9s (or 1 BL2 + 2 GP9s)20–35 mph (momentum run)
Jordan Spreader-Ditcher1 or 2 × Class H-9 or J-1 Mikado2 × EMD GP9s or ALCO RS-3s5–12 mph (steady crawl)
Rescue / Double-Headed Plow2 × J-1s + rear H-9 helper4 × EMD GP9sVaries by snow depth
Plow trains were assigned the highest operating priority on the division, running on train orders or track warrants that cleared all opposing coal drags and mixed locals into sidings until the high-altitude cuts were cut back and flanged.

Preserved vintage snow-fighting runs capture how multiple diesel units and heavy steam power shoved plows through mountain blockages:
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Operating a push-plow train across high Appalachian passes like Cheat Mountain and the Thomas Grade required precise coordination between two distinct crews: the plow operator (stationed up in the forward cupola of the Russell wedge plow or Jordan spreader) and the engine crew (tucked behind the plow in the pushing steam locomotives or diesel cabs).

Because the locomotive engineer was blind to upcoming drifts, switches, frozen frogs, rock falls, and downed trees, the plow operator in the cupola was in absolute command of the train's movement.

 [PLOW OPERATOR] ---> Sights drift/switch from forward cupola
       |
       +---> [Air Whistle / Gong Line] ---> Audible cues to cab
       +---> [Emergency Conductor's Valve] ---> Direct brake pipe reduction
       +---> [Pneumatic Control Valves] ---> Actuates flangers & side wings
       v
 [LOCOMOTIVE CREW] ---> Responds to signals: adjustments to throttle, cutoff, reverser

1. Acoustic Communication: The Air Whistle and Gong Signals

Before the widespread installation of two-way cab radios in the late 1950s and 1960s, acoustic signaling was the primary method for directing the pusher locomotives. The plow cupola was equipped with a specialized air whistle—or a manual pull-cord connected to a mechanical gong/whistle valve inside the cab of the leading locomotive.

The Western Maryland standard operating rules used distinct acoustic codes to govern the run into a cut:

Whistle SignalMeaning / Action RequiredOperating Context
One Short BlastApply Brakes / Stop ImmediatelyObstruction sighted, derailment, or plow wedged in a drift.
Two Short BlastsRelease Brakes / ProceedLine clear ahead; move forward at standard plowing speed.
Three Short BlastsBack Up / ReversePlow stalled or wedged; engineer immediately reverses gear to pull out for another run.
Four Long BlastsFull Throttle / Bucking RunSighting a deep, packed drift ahead; directs the pushing engines to open throttles and hit the drift at speed.
Succession of Rapid ShortsEmergency StopFlanger caught on a frog, rock slide in cut, or impending collision.
In multi-engine steam consists (e.g., two Consolidations or Mikados), the engineer on the lead engine acknowledged the plow operator's signal with a reciprocal blast on the locomotive steam whistle, which the second engine crew immediately mirrored.

2. Pneumatic Control & Air Valve Protocols

The plow was integrated into the train’s dual air brake and auxiliary reservoir system. The cupola operator managed three critical pneumatic systems:

The Emergency Brake (Conductor's Valve)

Mounted within arm's reach of the operator's seat in the cupola was a heavy-duty Conductor’s Emergency Valve.

  • If an obstacle appeared suddenly, or if the plow began to climb the rail on packed ice, the operator tripped this valve to dump the brake pipe pressure instantly into emergency.

  • The sudden loss of train line pressure tripped the triple valves on every locomotive behind the plow, cutting power and setting the brake shoes with maximum force.

The Flanger Hoist Valves

The Russell plow’s drop flangers hung between the rails just inches above the ties to chisel out ice along the inside of the railheads.

  • Hitting an iron frog, switch point, guardrail, or planked road crossing with lowered flangers would rip the assembly off or instantly derail the plow.

  • The cupola operator tracked trackside flanger marker boards (or relied on detailed route memory during blizzards). Using a dedicated four-way pneumatic valve, the operator hoisted the flanger blades via air cylinders prior to entering the switch, then dropped them back down once the truck cleared the points.

Spreader Wing Pneumatics (Jordan Spreaders)

On spreader operations, the cupola or operator cab contained a bank of manifold valves controlling heavy double-acting air cylinders:

  • Deploying the massive steel wings required massive drafts of air directly from the locomotive main reservoirs.

  • Strict protocol dictated that wings could only be extended or folded while operating at a slow crawl (typically under 5–8 mph) to avoid sudden air depletion or snapping wing braces against hidden rock ledges.

3. Cupola Watch & Physical Operating Protocols

The environment inside a Russell plow cupola during a run into a high cut was loud, freezing, and physically demanding:

  • Clear-Vision Windows: The cupola featured narrow, reinforced forward windows often equipped with rotating clear-vision screens (spinning glass disks that shed snow and water by centrifugal force) or heavy alcohol defrosters to prevent whiteout blinding.

  • The "Bucking" Protocol: When tackling high-elevation wind drifts like those at Summit Cut, the plow operator evaluated whether a cut could be cleared in a single continuous pass. If the snow was packed hardpan:

    1. The operator signaled Four Long Blasts for a speed run (25–35 mph).

    2. As the plow hit the bank, snow exploded over the cupola, completely blacking out visibility for several seconds.

    3. If the train began losing forward momentum rapidly, the operator immediately signaled One Short Blast followed by Three Short Blasts before the engines stalled completely, allowing the consist to pull back, blow clear the flangeways, and take a second run at the remaining drift.

  • Hand & Lantern Signals: During slow-speed switching, clearing yard tracks at Spruce, or when backing down to water plugs, the cupola operator stood on the rear platform or leaned from side windows using standard railroad hand and kerosene lantern signals (washout stop, highball, back up) to direct the hostler or engineer.

Archival preservation demonstrations illustrate the vantage point from plow cupolas and the coordinated effort required to push snow-clearing trains:

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Trackside flanger and plow signs were essential visual markers along the Western Maryland Railway (WM), particularly on mountain territory where winter visibility was near zero and drifts concealed track fixtures. Because a lowered flanger blade or extended spreader wing would shear off, bend switch rods, or derail the train if it struck an iron frog, guard rail, or timber planking, these signs gave the cupola operator advance notice to raise blades and tuck in side attachments.

Physical Construction and Placement Standards

The Western Maryland’s Maintenance of Way (MOW) department followed specific engineering standards for fabricating and placing flanger boards:

  • Materials: Signs were typically constructed from heavy 1-inch to 1½-inch wooden boards mounted to retired wooden cross-ties or scrap rail posts. Later installations in the diesel era utilized pressed heavy-gauge sheet steel.

  • Mounting Height: To keep the indicator visible above deep snow accumulation, the boards were set high—usually between 7 and 10 feet above the top of the rail.

  • Track Offset: Positioned on the engineer’s/operator’s right-hand side of the right-of-way, approximately 8 to 10 feet out from the track centerline to remain clear of extended spreader ditching wings.

  • Distance from Obstruction: Standard placement was approximately 100 to 150 feet in advance of the hazard (switches, turnouts, grade crossings, cattle guards, or open-deck bridges). On steep downhill approaches or high-speed territories, the setback was lengthened up to 200–300 feet to account for the reaction time of the operator and the travel speed of the pneumatic cylinders.

The Flanger Sign Types and Symbol Language

The Western Maryland utilized distinct board profiles and paint schemes to signal the precise mechanical action required:

1. The "Raise Flanger" Sign (Flanger Warning Board)

  • Shape: An elongated rectangular board (roughly 8" to 10" wide by 30" to 36" long) mounted on the post at an angle, slanting downward toward the track, or displaying an upward diagonal bar.

  • Markings: Painted solid black with two prominent white circular reflective disks ("bullseyes") or stripes; alternately, white backgrounds with high-contrast black diagonal bars.

  • Reflectivity: During night running and blizzards, these boards were fitted with glass reflector buttons (cat’s-eyes) or coated in reflective paint so the headlight of the plow or leading locomotive could pick them up through falling snow.

  • Action: Alerted the operator to operate the 4-way pneumatic valve to lift the drop flangers into the locked-up position immediately.

2. The "Drop Flanger" Sign (Clearance Board)

  • Placement: Located directly beyond the obstruction (roughly 20 to 50 feet past the trailing switch point, bridge abutment, or plank crossing).

  • Shape & Configuration: Often designed as a companion post, or a board oriented horizontally or tilting upward away from the track, signaling that the last running gear and truck assembly had cleared the obstruction.

  • Action: Permitted the operator to exhaust the lift cylinders and drop the flangers back between the rails to resume clearing ice from the inside of the railheads.

3. Dual-Aspect "Up and Down" Boards

On single-track branch lines like the GC&E Subdivision around Spruce and the Thomas Grade, where plows operated in both directions:

  • The signs were double-faced. A board angled up on the north-facing side appeared angled down from the south, ensuring that regardless of which way the wedge plow was bucking drifts, the operator received identical mechanical instructions relative to the hazard.

Track Hazards Identified by Flanger Signs

The WM mapped these indicators at specific infrastructure points where flangers and spreader aprons could not safely pass:

  • Turnouts and Crossovers: Switch points, point rails, and cast-steel frogs extend above the base of the railhead. Striking a frog at 20 mph would tear out the plow’s center flanger knives and likely derail the front truck.

  • Highway and Private Grade Crossings: Timber crossing planks and asphalt/gravel infill level with the rail surface would be ripped up or jam between the flanger blade and the wheel flange.

  • Deck-Girder and Truss Bridges: Guard timbers, steel guard rails, and bridge expansion joints required flangers to be raised to prevent hooking the bridge structure.

  • Track Scales and Water Columns: Located at terminal yards like Elkins, Spruce, and Thomas, where trackside tolerances were narrow.

Operational Practice and Winter Route Memorization

While trackside flanger signs were legally mandated by WM operating rules, relying solely on visual sighting was dangerous during a mountain whiteout. When plowing wind-packed cuts at Summit Cut or through the canyon passes:

  • Physical Visibility Failures: Blinding snow blowing over the wedge apron and freezing spray across the cupola glass routinely obscured trackside posts. Deep snowdrifts on the high side of cuts could completely bury the boards.

  • Road Foremen and Pilots: Plow cupolas were regularly crewed by an experienced road foreman of engines, track supervisor, or veteran conductor intimately familiar with the milepost-by-milepost physical characteristics of the division.

  • Telegraph Poles as Backup Landmarks: If flanger boards were lost in the snow, operators counted telegraph poles, rock outcroppings, or culvert marker stakes from the last known milepost to estimate the exact moment to hoist the flanger knives.

Historical demonstrations and preserved track maintenance practices show how trackside indicators interact with running gear:
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The Western Maryland Railway (WM) Maintenance of Way (MOW) department governed trackside signage through its standardized engineering plan sheets. Standard designs prioritized high legibility from a moving locomotive cab, resilience against high-wind mountain exposure, and standardized clearance from the track centerline.

General Clearance & Construction Standards

All WM trackside roadway boards conformed to standard engineering cross-section envelopes:

  • Lateral Track Offset: Standard sign posts were placed 8 feet 6 inches to 10 feet 0 inches from the track centerline on single-track mainlines and branches. In deep rock cuts, this was held to a minimum of 7 feet 6 inches to clear locomotive cylinders and snow plow spreaders.

  • Vertical Elevation: The bottom of the sign blade was set at 5 feet 0 inches to 7 feet 0 inches above the top of the rail (ATR). Mountain territory signs (such as flanger and whistle boards) were elevated toward the higher 7- to 8-foot limit to prevent burial under trackside snowdrifts.

  • Support Posts:

    • Wood Era: Treated white oak or yellow pine posts measuring 4" × 6" or 6" × 6", with the top beveled at 45 degrees to shed water.

    • Steel/Scrap Rail Era: Reclaimed 60 lb to 85 lb light scrap rail sections, or 2½-inch galvanized steel pipe set into concrete footings or crushed ballast pockets.

  • Sign Materials & Lettering:

    • Plates were fabricated from 1-inch clear white pine/tongue-and-groove lumber, replaced in the 1940s–1950s by 12-gauge pressed steel or ⅛-inch sheet aluminum.

    • Standard color scheme: Brilliant White background with Lamp Black block letters, numerals, and borders. High-visibility target spots (on flanger and slow boards) utilized glass reflector buttons (cat’s-eyes) or Scotchlite reflective sheeting.

Specifications for Key Roadway & Warning Signs

1. Whistle Post ("W" Board)

  • Plate Dimensions: 10 inches wide by 30 inches tall.

  • Lettering: A single bold block letter "W", 7 inches high, with a 1¼-inch stroke width, centered 3 inches below the top border.

  • Variant ("W/X"): For grade crossings located closely in succession or preceding a station limit, an "X" (5 inches tall) was painted 3 inches below the "W".

  • Placement: Set precisely ¼ mile (1,320 feet) in advance of public road grade crossings, tunnels, or obscure curves, facing the approaching train on the engineer's right.

2. Mileposts

  • Plate Dimensions:

    • Two-Sided Angle Type: Two 8-inch wide by 24- to 30-inch tall plates mounted to a center post at a 90-degree angle facing up and down track.

    • Pyramidal / Concrete Type: Tapered cast-concrete post (8" × 8" base, 6" × 6" top) standing 4 feet above ground level.

  • Numeral Layout: 5-inch high black figures designating mileage measured from Port Covington (Baltimore). On branch lines (such as the Durbin or Greenbrier branches), mileage reflected distance from the junction point (e.g., Elkins or Cheat Junction).

3. Flanger Warning Sign ("Raise/Drop Flanger")

  • Plate Dimensions: 8 inches wide by 36 inches long, fabricated from heavy wood planking or sheet metal.

  • Profile & Angle: Mounted diagonally across the support post at a 45-degree angle.

  • Graphics & Target Disks:

    • Raise Flanger: Board pointed upward toward the track, painted black with two 4-inch white reflective disks or white cross-stripes.

    • Drop Flanger: Board angled downward away from the track, signaling flanger knives could be safely lowered.

  • Setback: Positioned 100 to 150 feet in advance of turnouts, track scales, crossing planks, or bridge guard timbers.

4. Yard Limit Sign

  • Plate Dimensions: 12 inches high by 48 to 60 inches wide.

  • Text: Displayed "YARD LIMIT" in 6-inch bold block lettering centered on a white horizontal board with a ½-inch black raised border.

  • Placement: Located at the outer boundary where Rule 93 took effect, marking where main track movements were required to proceed prepared to stop within half the range of vision.

5. Permanent Speed Restriction Signs ("Slow" & "Resume" Boards)

  • Slow Board:

    • Dimensions: 12-inch high by 24-inch wide horizontal rectangular or swallow-tail board.

    • Legends: Stamped with the maximum permissible speed numerals (e.g., "25" or split passenger/freight limits "30-20") in 5-inch figures. Positioned 3,000 feet in advance of the speed restriction curve or bridge.

  • Resume Speed Board:

    • Dimensions: 10 inches wide by 24 inches tall.

    • Legend: Vertical plate bearing a prominent black "R" (6 inches tall), set at the point where the rear of the train cleared the restriction zone.

6. Station One-Mile Board

  • Plate Dimensions: 12 inches high by 36 inches wide.

  • Text: Marked with the station name or simply "STATION ONE MILE" in 4-inch block capital lettering.

  • Function: Staged exactly 5,280 feet from the outer station switches to warn passenger and freight crews to prepare for schedule stops, train order signals, or timetable meets.

The trackside environment and alignment of historical signs along Appalachian mountain rights-of-way can be viewed through surviving regional preservation lines:

 
 
 
 
 
 
 
 
 
 
 
 

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