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White Lake General Management Plan North Carolina State Parks; National Park Service
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1996-02
Edisto Beach State Park, Individual Parking Areas for Cabin # 1, 2, 3, 4, and5 in Cabin Area #1 South Carolina Department of Parks, Recreation and Tourism Scale: 1"=50'; EB-9038-1-1
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1937-11-07
Bridge No. 5, overflow channel Great Smoky Mountains National Park Bridge No. 5 (log), overflow channel; Dimensions: 2 spans- 27' x 11', 23' x 2.5'; width 10.7', no skew; Abutment: Rock filled log cribs; Intermediate Support: 2 double log bents; Superstructure: 4 log stringers (12 to 16); 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $4, 400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11205, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 16, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'' width 10'; Abutments: North abutment is load-bearing, log breastwall; south abutment, wooden block under each stringer rests on large boulder; Immediate support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200. Bridge Maintenance Report of 1951; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11289, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, overflow channel Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5', 18'x5'; skew 15 degrees; width 12'; area waterway 150 sq. ft. Abutments: Log cribs; Intermediate supports: Log bent, 12 to 14 logs; Superstructure: 3 - 12 to 16 log stringers, deck of split logs with plank runners; Condition: South abutment, good; north abutment, poor; stringers, poor to fair; deck, poor; bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 30'x6'; Estimate: $1, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 7, overflow channel, II-F-(5)-11274, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, over Bradley Fork Great Smoky Mountains National Park Bridge No. 3, over Bradley Fork; Dimensions: 2 span- 10'x8', 22'x8'; skew 15 degrees; width 9.5'; Abutment: Log crib, rock-filled; Intermediate Support: Log bents; Superstructure: 4 - 12 to 16 log stringers; 3 1/4 plank deck with 3 runners; Condition: Fair, except deck, which is rotten; Proposed: Replace with steelstringers, wood deck, 1 span 30'x8'; Estimate: $1, 500,Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11229, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Fireplace, in down position, with table-bench combination in the background, Deep Creek Campground, Bryson city, North Carolina Great Smoky Mountains National Park Fireplace, in down position, with table-bench combination in the background; Purchase and install table-bench combinations, fireplaces, garbage cans and racks, Deep Creek Campground, Work Order No. B-45 GRSM: Completion report photo.Deep Creek Campground, II-C-DC-7913, Physical Facilities - Campgrounds and Picnic Areas - Deep Creek campground
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1963
Yellowstone photo album 1, page 26 Yellowstone National Park
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Circa 1933
View series 
Yellowstone photo album 1, page 77 Yellowstone National Park
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Circa 1933
View series 
Yellowstone photo album 1, page 70 Yellowstone National Park
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Circa 1933
View series 
Yellowstone photo album 18, page 54 Yellowstone National Park
View on map 
Circa 1931
View series 
Bridge No. 8, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11277, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 2, overflow channel, Forney Creek Great Smoky Mountains National Park Dimensions: One span - 17'x6'; skew 30 degrees; width 10'; area waterway 90 SF; Abutments: Rock-filled log cribs; Superstructure: 3 - 12 to 16 log stringers; 3 deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 1 span- 18'x6'; Estimate: $900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 2, overflow channel, Forney Creek, II-F-(5)-11266, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11276, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11246, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, overflow channel Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5', 18'x5'; skew 15 degrees; width 12'; area waterway 150 sq. ft. Abutments: Log cribs; Intermediate supports: Log bent, 12 to 14 logs; Superstructure: 3 - 12 to 16 log stringers, deck of split logs with plank runners; Condition: South abutment, good; north abutment, poor; stringers, poor to fair; deck, poor; bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 30'x6'; Estimate: $1, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 7, overflow channel, II-F-(5)-11275, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Lake Greenwood State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Greenwood State Park; Barbecue pit and shelter under construction at new picnic area; September 10, 1955; WTA
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1955-09-10
Bridge No. 16, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'l width 10'; Abutments: North abutment is load-bearing, log breastwall; South abutment - wooden block under each stringer rests on large boulder; Intermediate Support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6; Estimate: $2, 200. Bridge Maintenance Report of 1952; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11288, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11247, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, over Deep Creek Great Smoky Mountains National Park Dimensions: 1 span - 37'x10'; skew 30 degrees; width 11.5'; Abutments: West - log bent backed by log crib; East - log crib on boulder; Superstructure: 4 - 10 to 14 log stringers; 3 plank deck; Condition: Abutments, rotten: stringers, fair; deck, fair; Proposed: Replace with steel stringers, wood deck, 1 span 50'x10'; Estimate: $2, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 3, over Deep Creek, II-F-(5)-11245, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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