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<br />and practical skills which will be developed by the private concerns and <br /> <br /> <br />intends to work with them, as well as with home and building owners, to <br /> <br /> <br />develop the most practical and economical method to protect homes and build- <br /> <br /> <br />ings from floodwaters. <br /> <br /> <br />Test setup <br /> <br /> <br />69. The contractor had a simple, but logical, protective system com- <br /> <br />posed of a fabric (Figure 55) (vinyl-coated nylon with special fungus inhibi- <br /> <br /> <br />tors) embedded to some depth in the ground (Figure 56, schematic of embedded <br /> <br /> <br />system) next to the house to reduce underseepage by creating a longer seepage <br /> <br />path. The fabric was extended out of the ground and up the side of the house <br /> <br /> <br />(Figure 55) to form a continuous water-resistant barrier. A trough-like con- <br /> <br />tainer at ground level (Figure 57) was used to store the fabric. The perma- <br /> <br /> <br />nent storage system for the fabric was very efficient because the lid to the <br /> <br /> <br />container could be opened (Figure 58) and the fabric rapidly pulled up on the <br /> <br /> <br />house and connected to permanently installed snaps (Figure 59). A drainage <br /> <br /> <br />system was installed at the base of the cutoff barrier (Figure 56) to inter- <br /> <br /> <br />cept and drain any underseepage into a sump (Figure 60). It was then pumped <br /> <br /> <br />outside the protected area (Figure 61). <br /> <br /> <br />70. The prototype house (Figure 54) was located in Tulsa County, <br /> <br /> <br />Oklahoma. It was in a Corps of Engineers project area and was subject to <br /> <br /> <br />removal and salvage. To facilitate testing, the shrubbery and debris were <br /> <br /> <br />removed from the perimeter. Installation of the system required a trench to <br /> <br /> <br />be dug beside the footing to a depth of about 2 ft (Figure 56). After the <br /> <br /> <br />digging was completed, the drain system was installed, as shown in Figure 56. <br /> <br /> <br />A 4-in. perforated drainpipe was placed at the base behind the protective <br /> <br /> <br />fabric. A filter system of rocks was placed over the 4-in. drainpipe. An <br /> <br /> <br />adhesive was spread on the house wall at ground level to seal a 2 by 4 board <br /> <br />to the house. The 2 by 4 was then attached to the house by drilled holes, <br /> <br /> <br />inserts, and screws. <br /> <br />71. The protective fabric was positioned in the trench and on the <br /> <br /> <br />house. A 1 by 4 board was placed against the fabric and attached to the 2 <br /> <br /> <br />by 4. The storage compartment for the fabric was attached to the 1 by 4. <br /> <br /> <br />Once the storage compartment had been attached to the fabric and to the house, <br /> <br /> <br />the backfilling of the trench was begun. The fabric was tightly positioned <br /> <br /> <br />against the foundation at all times as the backfilling and tamping was <br /> <br /> <br />accomplished. The backfill was compacted in 6-in. layers to achieve a density <br /> <br />22 <br />