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Detail of chimney stonework on farmstead house, Oconaluftee, North Carolina, 1952 Great Smoky Mountains National Park Photograph of original setting, Joe Queen place: Detail View 20.Oconaluftee Farmstead House; Building No. 230, II-B-(5)-Ocon-6027, Physical Facilities - Buildings - Historic buildings being preserved - Oconaluftee pioneer, Farmstead buildings
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Circa 1952
Bridge No. 4, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 4 spans- 13'x7', 17'x6', 12'x6', 22'x6', south to north; skew 30 degrees; width 10.2'; area waterway 370 SF; Abutments: Log cribs; Intermediate Supports: 12 to 16 on logs on mud sills; Superstructures: Each span: 3 - 12 to 20 log stringers; deck of 3 plank; Condition: Abutments, fair; stringers, good; bents, fair; deck, good; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 4, main channel, Forney Creek, II-F-(5)-11269, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span- 20'x4'; skew 10 degrees; width 10.3'; Abutments: 12 half-log stills on U-type HPRE; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimates: $1, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 6, over Indian Creek, II-F-(5)-11263, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 3, page 24 Yellowstone National Park
Engineering/well completion report Floridan Aquifer System Test/Monitor Well ORF-60 Reedy Creek Improvement District; Technical Publication WS-20; "November 2004."
2004-11
Bridge No. 3 over Parsons Branch Great Smoky Mountains National Park Bridge No. 3 over Parsons Branch; Dimensions: 3 spans @ 11' x 3 1/2', 24' x 6', 18.5' x 3.5' , Skew 15 degrees. Abutments: 24 log stills; Intermediate Support: Log bents; Superstructure: 5-16 to 20 log stringers, 3 plank deck'; Condition: Deck good, rest fair; Proposed: Replace with steel stringers wood deck, 2 spans 18' x 5'; Estimate: $1, 800,Bridge Maintenance Report of 1952; CAD-100, Parsons Branch Road, II-F-(5)-11152, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Snow covered road, park ranger with his car, near Newfound gap, Tennessee Great Smoky Mountains National Park US-441, Tennessee, near Alum Cave. Snow removal after storm of 2/20.Mountain Road in snow, I-A-MR-7875, Natural Features - Mountains - Views from Newfound Gap and Clingmans
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1964-02-21
Bridge No. 4, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 4 spans- 13'x7', 17'x6', 12'x6', 22'x6', south to north; skew 30 degrees; width 10.2'; area waterway 370 SF; Abutments: Log cribs; Intermediate Supports: 12 to 16 on logs on mud sills; Superstructures: Each span: 3 - 12 to 20 log stringers; deck of 3 plank; Condition: Abutments, fair; stringers, good; bents, fair; deck, good; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 4, main channel, Forney Creek, II-F-(5)-11270, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Lost Creek Great Smoky Mountains National Park Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11182, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong Great Smoky Mountains National Park Bridge No. 2, over Kephart Prong; Dimensions: 4 span- 20x6, at right angles; width 9.5'; Abutments: West - 12x12; East - 24 log sill; Intermediate Support: 12x12 caps and logs on 30 log sill; Superstructure: 4 - 14 to 20 log stringers lapped to 12 depth at seals; 3 plank deck with 3 plank runners; Proposed: Replace with steel stringers, wood deck, 1 span 24'x6'; Estimate $1, 200.Bridge Maintenance Report of 1952; OCO-145, Kephart Prong Road, II-F-(5)-11237, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 3 span- 15 x 4.5', 18' x 4.5', 8' x 1.5'; skew, bridge none: stream, 20 degrees; Abutments: Log stills: Intermediate Support: Log bent piers: Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good: rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans 30'x4'; Estimate: $3, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11327, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 3 span- 15 x 4.5', 18' x 4.5', 8' x 1.5'; skew, bridge none: stream, 20 degrees; Abutments: Log stills: Intermediate Support: Log bent piers: Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good: rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans 30'x4'; Estimate: $3, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11326, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 22, page 56 Yellowstone National Park
Bridge No. 1, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span - 18'x12'; skew 20 degrees; width 11'; Abutments: Cemented rough rubble: Superstructure: 4 - 8 x 4, steel I-beams; 2 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace deck and paint steel out of regular maintenance.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 1, over Indian Creek, II-F-(5)-11252, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 8, page 66 Yellowstone National Park
Bridge No. 6, over Lost Creek Great Smoky Mountains National Park Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11181, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 23, page 62 Yellowstone National Park
Yellowstone photo album 3, page 58 Yellowstone National Park
Yellowstone photo album 3, page 107 Yellowstone National Park
Yellowstone photo album 8, page 89 Yellowstone National Park
Bridge No. 1, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span - 18'x12'; skew 20 degrees; width 11'; Abutments: Cemented rough rubble: Superstructure: 4 - 8 x 4, steel I-beams; 2 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace deck and paint steel out of regular maintenance.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 1, over Indian Creek, II-F-(5)-11253, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Page 86 National Park Service
Yellowstone photo album 4a, page 24 Yellowstone National Park
Yellowstone photo album 19, page 63 Yellowstone National Park
Bridge No. 2, over Middle Prong Great Smoky Mountains National Park Bridge No. 2, over Middle Prong; Dimensions: 2 span- 50' x 12', 25' x 18'; Skew 20 degrees, width 12'; Intermediate support: concrete pier; Abutments: Concrete; Superstructures: 50' span (2), 50' x 5' 6 1/2 deck truss; 25' span (2) 24 X 7 I-beams; deck 3 planks laid diagonal on 6 x 8 floor beams; Condition: excellent, except deck and wheel guard, which are poor; Proposed: Replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11171, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Page 141 National Park Service
Yellowstone photo album 20, page 2 Yellowstone National Park
Bridge No. 2, over Middle Prong Great Smoky Mountains National Park Bridge No. 2, over Middle Prong; Dimensions: 2 span- 50' x 12', 25' x 18'; Skew 20 degrees, width 12'; Intermediate support: concrete pier; Abutments: Concrete; Superstructures: 50' span (2), 50' x 5' 6 1/2 deck truss; 25' span (2) 24 X 7 I-beams; deck 3 planks laid diagonal on 6 x 8 floor beams; Condition: excellent, except deck and wheel guard, which are poor; Proposed: Replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11172, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Orders from Gillmore to the Master of U. S. Steamer Transport Delaware, November 20 1863 National Park Service Orders from General Gillmore to the Master of U.S. Steamer Transport Delaware, to place the steamer at the disposal of Major T.B. Brooks and to obey Brooks' orders. 
Orders from Gillmore to the Master of U. S. Steamer Transport Delaware, November 20 1863 National Park Service Orders from General Gillmore to the Master of U.S. Steamer Transport Delaware, to place the steamer at the disposal of Major T.B. Brooks and to obey Brooks' orders. 
Bridge No. 1, over Mingus Creek Great Smoky Mountains National Park Bridge No. 1, over Mingus Creek; Dimensions: 1 span- 20' x 2'; skew 30 degrees, L.F. width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 12 to 14; split log deck; 3 plank runners; Condition: Deck, good; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 2 span 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11214, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Dudley Creek horse concession bridge Great Smoky Mountains National Park Bridge over Dudley Creek on entrance road to the horse concession area. Work Order No. R-20 GSM: roads, parking area and trails for horse concession, Dudley Creek: Completion report photo. Dudley Creek Horse Concession Bridge, II-HC-DC-14306, Physical Facilities - Horse Concession Facilities - Dudley Creek Stables
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1962-10
Yellowstone photo album 20, page 85 Yellowstone National Park
Yellowstone photo album 30, page 54 Yellowstone National Park
Yellowstone photo album 23, page 91 Yellowstone National Park
Yellowstone photo album 4, page 116 Yellowstone National Park
Yellowstone photo album 21, page 3 Yellowstone National Park
Page 76 National Park Service
Groundwater-surface water interaction along the C-2 Canal, Miami-Dade County, Florida Technical publication (South Florida Water Management District (Fla.). Water Supply Department); WS-22; Title from PDF title screen (viewed on September 28, 2009).; "December 2007."; The South Florida Water Management District (SFWMD or District) Water Supply Department participated in this project to support the SFWMD Hydrologic & Environmental Systems Modeling (HESM) Department, and to help quantify the interaction between surface water and groundwater near the C-2 Canal in Miami-Dade County, Florida. The HESM Department requested field measurements along the C-2 Canal near the Southwest, Alexander Orr, and Snapper Creek wellfields to improve the calibration of the SFWMM and the NSM in Miami-Dade County. The investigation focused on trying to quantify the freshwater flow to Biscayne Bay that is being intercepted in the C-2 Canal by pumping from the Snapper Creek, Alexander Orr, and Southwest wellfields. The investigation combined data from different sources to help meet its goals: groundwater levels, surface water levels, wellfield withdrawal data, and stream gauging data.
2008
Yellowstone photo album 23, page 63 Yellowstone National Park
Page 116 National Park Service
Yellowstone photo album 8, page 45 Yellowstone National Park
FCE II Year One Annual Report for NSF Award DBI-0620409 (2007); FCE Annual Reports and Proposals (Statement of Responsibility) Evelyn Gaiser; Mike Heithaus; Rudolf Jaffe; Rene Price; (Citation/Reference) Gaiser, Evelyn; Heithaus, Mike; Jaffe, Rudolf; and Price, Rene, "FCE II Year One Annual Report for NSF Award DBI-0620409 (2007)" (2007). FCE Annual Reports and Proposals. Paper 5. http://digitalcommons.fiu.edu/fce_lter_proposals_reports/5
2007-10
Bridge No. 4, over Indian Flats Prong Great Smoky Mountains National Park Bridge No. 4, over Indian Flats Prong; Dimensions: 3 spans- 21' x 12.5' 21' x 12.5', 20' x 12.5'; width 10.3'; Abutments: log sill on HPRE; Intermediate Support: Rock-filled log crib: Superstructure: 4-14 to 16 log stringers; 3 plank deck; Condition: As a whole, bridge in poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 22' x 12'; Estimate $1, 100,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11176, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Flats Prong Great Smoky Mountains National Park Bridge No. 4, over Indian Flats Prong; Dimensions: 3 spans- 21' x 12.5' 21' x 12.5', 20' x 12.5'; width 10.3'; Abutments: log sill on HPRE; Intermediate Support: Rock-filled log crib: Superstructure: 4-14 to 16 log stringers; 3 plank deck; Condition: As a whole, bridge in poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 22' x 12'; Estimate $1, 100,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11175, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Two views of the horse barn showing dimensions, note silo, photo taken prior to restoration Structures, Exterior H.S. #17 Horse Barn And Silo (X-h. s #20 Silo). Two views of the Horse Barn showing dimensions. Also Note Silo. This photo taken prior to restoration.
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1972-06-02
Yellowstone photo album 22, page 54 Yellowstone National Park
Yellowstone photo album 4, page 72 Yellowstone National Park
Yellowstone photo album 21, page 67 Yellowstone National Park
Bridge No. 11, over Noland Creek Great Smoky Mountains National Park Dimensions: 2 spans- of 16'x4'; skew 20 degrees; WW 10'; area water-way 120 sq. ft. drainage area 8.5 sq. mi. Abutments: Log cribs reinforced by round timber bents resting on mud sills; Intermediate supports: Bent of 8 to 10, round timber on mud sills; Superstructure: Each span 5 to 10 log stringers, deck 4 hewed slabs; Condition: Bridge is in very poor condition; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 1 span 40'x4'; Estimate: $2, 500. Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 11, over Noland Creek, II-F-(5)-11321, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 17, page 67 Yellowstone National Park
Page 18 National Park Service
Yellowstone photo album 14, page 88 Yellowstone National Park
Yellowstone photo album 17, page 84 Yellowstone National Park
Bridge No. 1, over Straight Fork Great Smoky Mountains National Park Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11213, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 11, over Noland Creek Great Smoky Mountains National Park Dimensions: 2 spans- of 16'x4'; skew 20 degrees; WW 10'; area water-way 120 sq. ft. drainage area 8.5 sq. mi. Abutments: Log cribs reinforced by round timber bents resting on mud sills; Intermediate supports: Bent of 8 to 10, round timber on mud sills; Superstructure: Each span 5 to 10 log stringers, deck 4 hewed slabs; Condition: Bridge is in very poor condition; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 1 span 40'x4'; Estimate: $2, 500. Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 11, over Noland Creek, II-F-(5)-11320, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Page 23 National Park Service
Dudley Creek horse concession new trail Great Smoky Mountains National Park Start of improved horse trail in right background. Horse barn on left side of photo. This trail provides the connection to the newly-constructed trail system for the horse concession operation. Work Order No. R-20 GSM, roads, parking area and trails for horse concession, Dudley Creek.Dudley Creek Horse Concession Trail, II-HC-DC-14309, Physical Facilities - Horse Concession Facilities - Dudley Creek Stables
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1962-11-02
New barn at Dudley Creek horse concession Great Smoky Mountains National Park Construction of horse barn by concessioner. The general area was cleared, filled, and graded before start of construction. Cut slopes, as at left, were fertilized and seeded to prevent erosion. Work Order No. R-20 GSM- roads, parking area and trails for horse concession, Dudley Creek.Dudley Creek Horse Concession Barn, II-HC-DC-14310, Physical Facilities - Horse Concession Facilities - Dudley Creek Stables
Hindquarters of nubian doe, Cathy, on cement milking stand Carl Sandburg Home National Historic Site Hindquarters of nubian doe, cathy. On cement milking stand with head, not shown, in white wooden stanchion in main goat barn. Leg of another goat is visible. Nine copies, carl 13720-13728. Negative carl 13729. In pencil on reverse, "20 prints this size." The 20 is written over 15.
New drainage at Dudley Creek horse concession parking area Great Smoky Mountains National Park Improved drainage along parking area, and channel extended beyond entrance road to junction with Dudley Creek. Work Order No. R-20 GSM; roads, parking area and trails for horse concession, Dudley Creek.Dudley Creek Horse Concession Parking Area, II-HC-DC-14308, Physical Facilities - Horse Concession Facilities - Dudley Creek Stables
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1962-11-02
Yellowstone photo album 7, page 115 Yellowstone National Park
Yellowstone photo album 7, page 85 Yellowstone National Park
Yellowstone photo album 31, page 5 Yellowstone National Park
Yellowstone photo album 3, page 69 Yellowstone National Park
Cannon Dry Tortugas National Park; National Park Service Back: ACC 29; I think this is about a 20 pounder. Darnels are Conn. I don't know the caliber of this or the gren at Guilford the pictures do provide a pretty good idea of the carriages regardless of size. They all appear about the same construction.
Yellowstone photo album 13, page 21 Yellowstone National Park
Yellowstone photo album 10, page 18 Yellowstone National Park
Yellowstone photo album 17, page 97 Yellowstone National Park
Tractor and crusher working on road from North Carolina Temp. 284 to Cataloochee campsite, Tractor and Crusher Great Smoky Mountains National Park ECW. Tractor and crusher working on road from North Carolina Temp. 284 to Cataloochee campsite. NP-20. Work by side camp from NP-7. Tractor and Crusher; II-E-10882, Physical Facilities - Equipment;ECW. Tractor and crusher working on road from North Carolina Temp. 284 to Cataloochee campsite. NP-20. Work by side camp from NP-7.Tractor and Crusher, II-E-10882, Physical Facilities - Equipment
1935-05
Tractor and crusher working on road from NS Temp. 284 to Cataloochee campsite, Tractor and Crusher Great Smoky Mountains National Park ECW. Tractor and crusher working on road from NS Temp. 284 to Cataloochee campsite. NP-20. Work by side camp from NP-7. Tractor and Crusher; II-E-10881, Physical Facilities - Equipment;ECW. Tractor and crusher working on road from NS Temp. 284 to Cataloochee campsite. NP-20. Work by side camp from NP-7.Tractor and Crusher, II-E-10881, Physical Facilities - Equipment
1935-05
Yellowstone photo album 11, page 14 Yellowstone National Park
Report to the Governing Board on Regulatory Levels for the Lakes of the Upper Kissimmee Basin DRE-44; REPORT TO THE GOVERNING BOARD ON REGULATORY LEVELS FOR THE LAKES OF THE UPPER KISSIMMEE BASIN; February 20, 1975
1995-02
Bridge No. 1, over Straight Fork Great Smoky Mountains National Park Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 timber bents on mud sils; Superstructure: 4- 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11212, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Yellowstone photo album 16A, page 6 Yellowstone National Park
Yellowstone photo album 21, page 24 Yellowstone National Park
Page 204 National Park Service
Yellowstone photo album 5A, page 77 Yellowstone National Park
Yellowstone photo album 8, page 112 Yellowstone National Park
Yellowstone photo album 10, page 57 Yellowstone National Park

Page 25 of at least 26
About 2,500 Items

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