Photograph of excellent range condition where fair to good existed 3 years ago when farmer-district plan signed. Chester Fry Range Conservationist showing thich composition of Indian and Bluestem grasses.

Photograph of Tanner C. Smith, right, SCS technician, and Homer Wilson, Left, farmer, evaluate collective terrace outlet recently planted to Bermudagrass on group 2 Blackland. People shown in photo go as followed from left to right: 1. Homer Wilson, 2. Tanner C. Smith. The back of the photograph proclaims, "Collective terrace outlet recently planted to Bermudagrass on Group 2 Blackland. After grass has become well established, 80 acres will be terraced and outletted on this 150 ft. strip. The strip will be fenced and used for pasture as well as a terrace outlet. Homer Wilson, local, farmer, appears on the left, & SCS Technician Tanner C. Smith on right."

Photograph of one end of dam on Detention Reservoir - Site No. 15. (old site No. 1, Tishomingo area). This dam makes a huge dogleg turn and cannot be photographed to show the whole dam except from the air. The dam rises 25 feet about the level of the water in the permanent pool.

Photograph of finished detention reservoir Site No. 17 (old site 3, Tishomingo ara). Construction of which is shown in the Okla-9834 series. Note vigorous growth of sod on dam.

Photograph of view across spillway and dams - Detention Reservoir site 11 (Old No. 12, Tishomingo area). New Reservoir Site 12 working in conjunction will fall in extreme righ of Okla-9689A potograph.

Photograph of view across upstrean face of dam on detention reservoir site no. 11 (old site 12, Tishomingo area). Man standing on trash guard over inlet gives some idea of size.

Photograph of a shot taken to left of scene in Okla-9689F will show the diversion terrace coming around from the left. The man standing between the buildings (right center background) is beside the stake marking the point where the end of the dam will end from the right.

Photograph of the finished Detention Reservoir Site o. 17 (old site 3, Tishomingo area). Construction of which is shown in the Okla-9834 series. Note vigerous growth of sod on dam.

Photograph of view down spillway atdetention reservoir Site 11 (old site No. 12, Tishomingo area). The man is standing behind a wing leading from the dam. The dam appears in right background. The spillway flows toward the background and left, spreading out over a natural vegetated slope leading to stream channel marked by trees in left background.

Photograph of view across upstream face of dam on Detention Reservoir Site No. 11 (Old site 12, Tishomingo area). Man standing on trash guard over inlet given some idea of size.

Photograph of detention reservoir - Site No. 8 (Old site No. 1 from Tishomingo Area). Looking across area where dam will be. Dark marks in center distance are the beginnings of acre trench. Spillway will pass across in immediate foreground.

Photograph of view of the lower end of the spillway seen in Okla. 9687B. Man is standing behind the wing. The downstream face of the dam can be seen across the picture behind the man.

Photograph of view of partially completed dam on Detention Reservoir Site No. 12. This reservoir will work in conjunction with the reservoir on Site No. 11. Site No. 11 could be seen in this photograph were it not for the trees at the left and distant right background. A diversion terrace will pass to the right in the immidate foreground and will empty into this reservoir. Drainage area of this reservoir is 410 acres with 27 acre feet in the permanent pool and 167 acre feet in the flood pool. Dam will be 23 feet high. Release rate - 6 c.f.p.s. Will have a vegatative spillway.

Photograph of view from top of dam of upstream face of dam on Detention Reservoir Site No. 11 (old site 12, Tishomingo area). White object to right of the trash guard (where man is standing) is a filter box over a valve that can be used to drain the permanent pool when necessary.

Photograph of view across spillway and dam - Detention Reservoir Site 11 (Old No. 12 Tishomingo area). New Reservoir Site 12 working in conjunction will fall in extreme right of Okla-9689A photograph.

Photograph of shot facing directly toward center of future downstream face of dam on Detention Reservoir Site 8 (Old Tishomingo Area). Trench running straight back in center of photo will carry the drop inlet culvert. The man is standing on the line where the trench will be.

Photograph of view up spillway on Detention Reservoir - Site No. 18 (Old site No. 4 Tishomingo Area). Thwe man is standing on the dam. The long wing in the foreground extends beyond the dam at the left.

Photograph of view up spillway on Detention Reservoir - Site No. 18 (Old site No. 4 Tishomingo Area). Thwe man is standing on the dam. The loong wind in the foreground extends beyond the dam at the left.

Photograph of view of the lower end of the spillway seen in Okla. 9687B. Man is standing behind the wing. The downstream face of the dam can be seen across the picture behind the man.

Photograph of detention reservoir - Site No. 8 (Old site No. 1 from Tishomingo Area). Looking across area where dam will be. Dark marks in center distance are the beginnings of acre trench. Spillway will pass across in immediate foreground.

Photograph of shot which faces directly toward center of future downstream face of dam on Detention Reservoir Site 8 (Old site 1 from Tishomingo Area). Trench running straight back in center of photo will carry the drop inlet culvert. The man is standing on the line where the trench will be.

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.