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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

Page 123 of at least 120
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