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.Â
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
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
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.
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
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
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
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
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.
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
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
Snow removal using jeep in Cherokee Orchard road, Gatlinburg, Tennessee
Great Smoky Mountains National Park
In the miscellaneous areas around the shops, at Twin Creeks and Cherokee Orchard, at the Visitor Centers, and at headquarters, the jeep is invaluable because of its mobility and flexibility. Here, the snow that fell during the February 18-20 storm is being cleaned from the Cherokee Orchard road. The jeep can efficiently handle snow up to about 12 inches.Snow Removal; February 1964 Monthly Report, II-R-SR-7894, Physical Facilities - Roads - Snow Removal Operations
Snow removal using jeep in Cherokee Orchard road, Gatlinburg, Tennessee
Great Smoky Mountains National Park
In the miscellaneous areas around the shops, at Twin Creeks and Cherokee Orchard, at the Visitor Centers, and at headquarters, the jeep is invaluable because of its mobility and flexibility. Here, the snow that fell during the February 18-20 storm is being cleaned from the Cherokee Orchard road. The jeep can efficiently handle snow up to about 12 inches.Snow Removal; February 1964 Monthly Report, II-R-SR-7893, Physical Facilities - Roads - Snow Removal Operations
Lake Okeechobee - Kissimmee Basin, proposals for management actions, March 20, 1975; Lake Okeechobee - Kissimmee Basin, water quality information.
6 leaves ; 28 cm.; Caption title.; Green Library copy with: Lake Okeechobee - Kissimmee Basin, water quality information. Bound together subsequent to publication.; Special Collections & University Archives, Green Library, Florida International University
1975
State working to rebuild washed out road, Cape Hatteras National Seashore, North Carolina
Cape Hatteras National Seashore
Same location as neg. ahead. Many travellers were marooned north of this break night of 10/20. Several cars were engulfed in rush of ponded up tide water behind barrier dune next to road; others required help to reach south. State working here.
The response of vegetation and benthic macroinvertebrates to constructed littoral habitat in canal 51
(Bibliography) Includes bibliographical references (p. 19-20).; (Additional Physical Form) Also issued online.; (Statement of Responsibility) by Ken Rutchey.; "January 1992."; "DRE Inventory Control #306."
1992-01
Silo shown before vegetation was removed as part of restoration process, also note that portions of main barn, horse barn, and cow shed are shown
Structures, Exterior (HS 20) Silo. Silo shown before vegetation was removed as part of restoration process. Also note that portions of Main Barn, Horse Barn, and Cow Shed are shown. Barn.
Water Budget Analysis for the Everglades Nutrient Removal Project, and Stormwater Treatment Area 1 West (August 20, 1998 to August 30, 2000); Everglades Nutrient Removal Project
(Bibliography) Includes bibliographical references (page 41); (Statement of Responsibility) produced by Hydro Information Systems & Assessment Department, Environmental Monitoring & Assessment Division, South Florida Water Management District; "December 2000"; TECHNICAL PUBLICATION EMA #388; EXECUTIVE SUMMARY
2000-12
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