A drainage device for use under the floor of a building to facilitate drainage of water along a foundation of the building under the floor. The drainage device can include a corner drainage device that is capable of assuming a number of near 90 degree shapes so that the drainage device can be easily fitted to the corner of the foundation. A bridge drainage device permits more rapid installation of the drainage devices. The bridge device can be used to bridge between two drainage devices so that it is not necessary to cut the drainage devices precisely to fit on a footing of any selected length.

A drainage device for use under the floor of a building to facilitate drainage of water along a foundation of the building under the floor. The drainage device can include a corner drainage device that is capable of assuming a number of near 90 degree shapes so that the drainage device can be easily fitted to the corner of the foundation. A bridge drainage device permits more rapid installation of the drainage devices. The bridge device can be used to bridge between two drainage devices so that it is not necessary to cut the drainage devices precisely to fit on a footing of any selected length.

A continuity connection system is disclosed that is highly durable, simple to install, and substantially increases the structural capabilities and weight-bearing capacity of a shell (i.e., a form or jacket). The shell can be used to protect a weight-bearing member (e.g., a cement column) from a degrading environment. The shell can have one or several layers of carbon fiber fabric (e.g., spaced apart longitudinally) wrapped around an interior of the shell or embedded within the shell. The continuity connection system is used to provide continuity between two ends of the carbon fiber layer, and can be made up of the carbon fiber fabric reinforcement layer, two pockets, and a laminate having ends positioned in each pocket. The carbon fiber laminate traverses a seam/separation of the carbon fiber fabric and/or a seam of the shell and can be retained in place within the pockets with an appropriate epoxy, for example.

A continuity connection system is disclosed that is highly durable, simple to install, and substantially increases the structural capabilities and weight-bearing capacity of a shell (i.e., a form or jacket). The shell can be used to protect a weight-bearing member (e.g., a cement column) from a degrading environment. The shell can have one or several layers of carbon fiber fabric (e.g., spaced apart longitudinally) wrapped around an interior of the shell or embedded within the shell. The continuity connection system is used to provide continuity between two ends of the carbon fiber layer, and can be made up of the carbon fiber fabric reinforcement layer, two pockets, and a laminate having ends positioned in each pocket. The carbon fiber laminate traverses a seam/separation of the carbon fiber fabric and/or a seam of the shell and can be retained in place within the pockets with an appropriate epoxy, for example.

A ditch check system and methods for storm water control are provided. The ditch check system can include a velocity-restricting component of geotextile fabric with one or more porosities configured to control velocities of storm water flows for sediment control and silt retention. The velocity-restricting component can have one or more reinforcing elements to provide additional support against tearing and/or undue movement, as well as attachment points for fastening the fabric to support members. The ditch check system can further include a front water seal and a rear scour guard attached to the velocity-restricting component, and which are substantially impermeable to vertical water flow to inhibit ditch scouring and prevent the flow of storm water under the ditch check system. To facilitate transportation, installation, and assembly, one or more of the components of the ditch check system can be supplied as a pre-assembled package.

The present injection apparatus is designed for replenishing embedded foundation preservation wraps with preservative whilst avoiding spillage. The injection apparatus comprises an injection bayonet having a lumen fluidly interfacing a plurality of preservative outlet nozzles along the injection bayonet and a preservative inlet fluidly interfacing the lumen. A portable preservative containing tank may be attached to the inlet via a flexible hose. The apparatus further comprises a syringe operating between the preservative inlet and the lumen. When replenishing the preservation wrap, the injection bayonet is inserted between the preservation wrap and the foundation so that preservative is configured to be supplied via the preservative inlet to flow out from the nozzles via the lumen to replenish the preservation wrap with the preservative. After replenishment, the lumen is purged of residual preservative using the syringe.

The present injection apparatus is designed for replenishing embedded foundation preservation wraps with preservative whilst avoiding spillage. The injection apparatus comprises an injection bayonet having a lumen fluidly interfacing a plurality of preservative outlet nozzles along the injection bayonet and a preservative inlet fluidly interfacing the lumen. A portable preservative containing tank may be attached to the inlet via a flexible hose. The apparatus further comprises a syringe operating between the preservative inlet and the lumen. When replenishing the preservation wrap, the injection bayonet is inserted between the preservation wrap and the foundation so that preservative is configured to be supplied via the preservative inlet to flow out from the nozzles via the lumen to replenish the preservation wrap with the preservative. After replenishment, the lumen is purged of residual preservative using the syringe.

Roof runoff water control systems for a building with gutters and a downspout and buildings without gutters. Both systems employ a swale in the ground that is lined with rock filled bags that are opened and laid overlapped end-to-end. For the downspout, a closed bag filled with rock is placed under the downspout with open bags filled with rock laid overlapped end-to-end in the swale and overlapped downstream from the closed bag. For a building without gutters and having a drip line in the ground, open bags filled with rock are laid overlapped end-to-end in the swale. The swale and the open bags are aligned with the drip line.

Roof runoff water control systems for a building with gutters and a downspout and buildings without gutters. Both systems employ a swale in the ground that is lined with rock filled bags that are opened and laid overlapped end-to-end. For the downspout, a closed bag filled with rock is placed under the downspout with open bags filled with rock laid overlapped end-to-end in the swale and overlapped downstream from the closed bag. For a building without gutters and having a drip line in the ground, open bags filled with rock are laid overlapped end-to-end in the swale. The swale and the open bags are aligned with the drip line.

A universal fit flexible tree trunk guard fabricated from a medium to high density silicone rubber material for protecting the trunk of a tree or an ornamental shrub from strikes from lawn care equipment or from interactions with wildlife. A plurality of hole members are provided along the upper and lower edges of the trunk guard. This rectangular sheet can then be wrapped around the trunk, the diameter of the thus-formed cylinder adjusted to fit the tree or ornamental shrub to be protected. Mechanical fastening means can then be used, at registering hole members, to secure the trunk guard in a cylindrical form. Additionally, the interior surface, i.e. the surface that is facing the trunk of the tree or ornamental shrub, can be provided with a plurality of spaced bosses that maintain an air space between the surface of the tree trunk and the trunk guard.