Photograph of Cecil Presfield driving amphibious car returning Mrs. Jim Presfield home from work along with the Presfield children and neighbos Dan Condo's children home from school. During floods Sans Bois Creek overflows into the Grassy Lake area cutting off all access roads. They must use boat, amphicar, or horses to cross the 10 to 12 feet of water over the roads. Presfield has 500 acres, most in Sans Bois bottom. He lost 2 calves in this flood. In the last previous flood he lost 8 head from pneumonia after swimming out to high ground.

Photograph of core drill taking denison sample, Site 62, Barnitz Creek.

Photograph of hop clover that will be combined for seed in the near future. Approximately 200 lbs. of large hop seed per acre was combined from this area in 1960.

Photograph of vetch being plowed under for soil improvement.

Photograph of Upland alfalfa for soil management, William Widnay farm. Alfalfa is an excellent legume for soil building and cover. Mr. Widney uses alfalfa on upland (III - ?) in his conservation crop rotation. This alfalfa was seeded in the fall of 1952. For a nurse crop, ½ bushel of wheat per acre was cross-drilled in the wide spaced rows (every other row drilled). Wheat made 20 bushels per acre. Utilization of alfalfa has been a spring hay crop, seed crop in the summer and fall pastures. He has another planting of alfalfa and plans to plow this one up in the fall. His plans are for the alfalfa to be in a 3-year rotation. He has been a soil district cooperator since 1948. OK-279-12.

Photograph of bottom land protected by this reservoir and by Site No. 1 which is to the right.

Photograph of Owl Creek Site #4. Detention Reservoir, D.A - 500 acres. Permanent pool - 1.03" runoff with 12.3 acres surface. Storage total - 5.22" runoff to emergency spillway. The flood pool, which is 8" in depth, discharges through an 18" pipe at an average rate of 27 c.f.s. or at an average rate of 1.3 inches runoff per day for the whole drainage area. During the storm of May 9-10, 15.5" of rain fell upon this watershed. Runoff filled the flood pool to the emergency spillway shown in foreground. In this photo flood pool is still discharging with 2 ft. of water over the 18" discharge pipe.

Photograph of Owl Creek Site #4. Dentention Reservooir, Drainage area - 300 cc. Permanent pool. 1.13" runoff with 6.88 surface acres. Flood pool - 4.09" runoff with 19.50 surface acres. Total storage - 5.22" runoff. The flood pool which is 8 ft. in depth has a discharge rate from 3` c.f.s. to 37 c.f.s. from 18" pipe. During the stormof May 9-10 (both pools were empty except the borrow pit 15.5 iinches of rain full in this watershed and water discharge, for a short time, through the emergeny spillway at a depth of 1.8 ft.

Photograph of an aerial shot of Owl Creek Detention Reservoir site #4 and the surrounding area. A barn or a miscellaneous building stands in the background of photo on the left side. The back of the photograph proclaims, “Owl Creek Site #4. Detention Reservoir: Drainage are [sic] – 300 ac. Permanent pool – 1.13” runoff with 6.88 surface acres. Flood pool – 4.09” runoff with 19.50 surface acres. Total storage – 5.22” runoff. The flood pool which is 8 ft. in depth has a discharge rate from 31 c.f.s. to 37 c.f.s. from 18” pipe. During the storm of May 9-10 (both pools were empty except the borrow pit) 15.5 inches of rain fell in this watershed, and water was discharged, for a short time, through the emergency spillway at a depth of 1.8 ft.”

Photograph of an aerial shot of Owl Creek Detention Reservoir site #4 and the surrounding area. A barn or a miscellaneous building stands in the background of photo on the left side. The back of the photograph proclaims, "Owl Creek Site #4. Detention Reservoir: Drainage are [sic] – 300 ac. Permanent pool – 1.13" runoff with 6.88 surface acres. Flood pool – 4.09" runoff with 19.50 surface acres. Total storage – 5.22" runoff. The flood pool which is 8 ft. in depth has a discharge rate from 31 c.f.s. to 37 c.f.s. from 18" pipe. During the storm of May 9-10 (both pools were empty except the borrow pit) 15.5 inches of rain fell in this watershed, and water was discharged, for a short time, through the emergency spillway at a depth of 1.8 ft."

Photograph of an aerial shot of Owl Creek Detention Reservoir site #1 & 2 and the surrounding area. Several homes and buildings populate the land in the top background of photograph. The back of the photograph proclaims, “Bottomland protected by this (site 2) reservoir and by Site No. 1 which is to the right.”

Photograph of an aerial shot of Owl Creek Detention Reservoir site #1 & 2 and the surrounding area. Several homes and buildings populate the land in the top background of photograph. The back of the photograph proclaims, “Bottomland protected by this (site 2) reservoir and by Site No. 1 which is to the right.”

Photograph of an aerial shot of Owl Creek Detention Reservoir site #1, spillway, and the surrounding area. The back of the photograph proclaims, “Owl Creek Site #1. Detention Reservoir, D. A. – 500 acres. Permanent pool – 1.03” runoff with 12.3 acres surface. Flood pool – 4.19” runoff with 33.8 acres surface. Storage total – 5.22” runoff to emergency spillway. The flood pool, which is 8’ in depth, discharges through an 18” pipe at an average rate of 27 c.f.s. or at an average rate of 1.3 inches runoff per day for its whole drainage area. During the storm of May 9-10, 15.5 inches of rain fell upon this watershed. Runoff filled the flood pool to the emergency spillway shown in foreground. In this photo flood pool is still discharging with 2 ft. of water over the 18” discharge pipe.”

Photograph of aerial view of Owl Creek Site #1. Detention reservoir, D. A. - 500 acres. Permanet pool - 4. 19" runoff with 33. 8 acres surface. Storage total - 5. 22" runoff to emergency spillway. The flood pool, which is 8' in depth, discharges throug an 18" pipe at an average rate of 27 c. f. s. or at an average rate of 1. 3 inches runoff per day for its whole drainage area. During hte storm of May 9-10, 15. 5 inches of rain fell upon this watershed. Runoff filled the flood pool to the emergency spillway shown in foreground. In this photo flood pool is still dischargin with 2 ft. of water over the 18" discharge pipe.

Photograph of aerial view of Owl Creek Site #4. Detention Reservoir, drainage are - 300 ac. Permanent pool - 1. 13' runoff with 6. 88 surface acres. Flood pool - 4. 09' runoff with 19. 50 surface acres. Total storage - 5. 22' runoff. The flood pool which is 8 ft. in depth has a discharge rate from 31 c. f. s. to 37 c. f. s. from 18' pipe. During the storm of May 9-10 (both pools were empty except the borrow pit) 15. 5 inches of rain fell in this watershed, and water was discharged, for a short time, throught the emergency spillway at a depth of 1. 8 ft.

Photograph of aerial view of bottomland protected by reservoir and by site no. 1 which is to the right.

Photograph of Mr. J.W. Rhoades operates the hydraulic controls and lifts the nose of the "Little Skojer" ditcher. Mr. Rhoades designed and built this original ditcher with parts from old farm equipment, an old electric refrigerator and washing machine and surplus war materials.

Photograph of severe gully erosion.

Photograph of erosion caused by unprotected farmer terrace outlets and road ditch run-off. Field on the left has been terraced for 8 to 10 years. Terraces had too much fall. Roadside ditch will be sloped and added with Bermuda grass. Road graded and field on left will be terraced to conform with standard grade and land slope as recommended by SCS. OK-8087

Photograph of Thomas Mabry, district cooperator, on a field where he used a Grassland Drill to plant vetch and small grain for winter pasture. OK-1525-10.

Photograph of "Seedbed on which Caddo Switchgrass was planted in rows for seed production."

Photograph of the Whitegrass-Waterhold Project. A.A. Boren, member of the Conservancy District Board, checking the bridge to be enlarged on Main Channel No. 1, the Whitegrass-Waterhold Project. Area in the background is inundated by approximately 4 inches of water on the Borem Ranch will be cleared and developed to improved pasture as soon as the channel is completed on the project. OK-1563-11.

Photograph of sericea Lespedeza. Sericea Lespedeza was planted in 1950 and drilled with oats and a sod drill. It will be used for hay. The sericea is growing on old cultivated land of Class III, 2% slope and Soil Unit # 6. Sixty percent of the topsoil in this field has been removed by erosion. The Soil Conservation Service recommends this type of plants rather than row crops on a field in this condition. OK-273-12.

Photograph of strip pits spoils coming back naturally to native grasses. Coal was stripped from this area in the early 1940s. The area was aerially-seeded to sweet clover around 1950 and good stands were obtained and remained for 3 or 4 years. Not much sweet clover is evident at the present time. Area grazed by steers in the spring and summer as planned by Soil Conservation Service [SCS] technicians. Nick Robson on the right and Warren McCarty on the left. OK-287-10.