Photograph of eight UNIDENTIFIED workers grouting working platform for prevention/municipal structure at Site #22, Wildhorse Creek. The back of the photograph proclaims, "Flood Prevention Structure. Halliburton cementing truck grouting working platform under the municipal structure."

Photograph of an UNIDENTIFED man looking down towards the base of a municipal tower foundation at Site 22, Wildhorse Creek. The back of the photograph proclaims, “Site 22, Wildhorse Creek. Municipal tower foundation base. Setting 18” corrugated pipe, to hold back sand and water allow drilling of 12” Dia. Holes 40” deeper 8” Dia. Holes 40” deeper 8” Dia. Caseing [sic] them to be set in each hole and concrete pumped down forming 12” piles and a spread footing 70’ below natural ground.”

Photograph of three UNIDENTIFED workers placing crushed stone around 18-inch corrugated sheet metal pipe in preparation for grouting to form working platform under municipal/flood prevention structure. The back of the photograph proclaims, "Flood Prevention Structure. Placing crushed stone around 18" corr. sh. mt. pipe in preparation for grouting to form working platform under municipal structure."

Photograph of flood prevention structure. Placing crushed stone around 18' corr. sh. mt. pipe in preparation for grouting to form working platform under municipal structure.

Photograph of flood prevention structure. Halliburton cementing truck grouting working platform under the municipal structure

Photograph of flood prevention structure. Placing crushed stone around 18' corr. sh. mt. pipe in preparation for grouting working platform under the municipal structure.

Photograph of flood prevention structure. Core drill drilling 12" dia. holes thru 18'' corr. sh. mt. pipe set in the working platform. Holes were drilled 40' deep to be used in forming concrete piles and a spread footing.

Photograph of flood prevention structure. Pipes in crushed stone for grouting working platform under the municipal structure.

Photograph of flood prevention structure. Core drill drilling 40' holes for setting concrete piles and spread footing. Note ground water flowing from hole.

Photograph of site 22, Wildhorse Creek. Municipal tower foundtion base. Setting 18' corrugated pipe, to hold back sand and water to allow drilling of 12" Dia. Holes 40" deeper 8" Dia. caseing them to be set in each hole and a spread footing 70' below natural ground.

Photograph of site 22, Wildhorse Creek. Municipal tower foundtion base. Setting 18" corrugated pipe, to hold back sand and water to allow drilling of 12'"Dia. Holes 40" deeper 8" Dia. caseing them to be set in each hole and a spread footing 70' below natural ground.

Photograph of site 22, Wildhorse Creek. Municipal tower foundtion base. Setting 18' corrugated pipe, to hold back sand and water to allow drilling of 12' Dia. Holes 40' deeper 8' Dia. caseing them to be set in each hole and a spread footing 70' below natural ground.

Photograph of flood prevention structure Halliburton cementing trucks iin operation grouting the working platform under the municipal structure.

Photograph of brush control. Conservation aid, Jesse Nail, showing the fins on a root plow. These fins are set at a 45 degree angle to the blade to pull up roots of brush and to produce the turbulence necessary for seedbed preparation. The fins have a large share of the effectiveness of the operation. TX-602-9.

Photograph of grain sorghum stubble on Dalhart fine sandy loam soil. Stubble 16 inches high. This should be good enough to control wind erosion.

Photograph of grain sorghum stubble used to control wind erosion on Barnes farm. The back of the photograph proclaims, "Grain sorghum stubble on Dalhart fine sandy loam soil. Stubble is 16 inches high. This should be good enough to control wind erosion."