Abstract: Applicant's underground storm-pod structure is directed to a system for collecting and utilizing storm-water. A pod structure includes at least one pod member. This pod member's structure is defined by sidewall members, end flanges, sidewall interfacing members, an upper section base member, reinforcing members, and a slab member. The sidewall member and the end flange form an opening. A retention chamber formed within the pod member is structured to store liquid. Weep holes formed through the sidewall members permit liquid to flow between a partially-elliptically-shaped pathway and a corresponding chamber. The liquid retention chamber can be in further communication with an outlet mechanism, which is itself in communication with an external environment. In one embodiment, adjacent pod members are fixedly coupled with respect to each other by coupling corresponding flange members.

Abstract: Applicant's underground storm-pod structure is directed to a system for collecting and utilizing storm-water. A pod structure includes at least one pod member. This pod member's structure is defined by sidewall members, end flanges, sidewall interfacing members, an upper section base member, reinforcing members, and a slab member. The sidewall member and the end flange form an opening. A retention chamber formed within the pod member is structured to store liquid. Weep holes formed through the sidewall members permit liquid to flow between a partially-elliptically-shaped pathway and a corresponding chamber. The liquid retention chamber can be in further communication with an outlet mechanism, which is itself in communication with an external environment. In one embodiment, adjacent pod members are fixedly coupled with respect to each other by coupling corresponding flange members.

Abstract: A post and panel wall system for use as sound barriers and the like utilizes a precast post which is disposed upon a foundation having a tensioning cable extending upwardly therefrom and recesses into which depending anchoring rods on the posts are placed. The tensioning cable is tensioned and then the recesses in the foundation are filled with a cementitious mixture or grout to thoroughly bond the anchoring rods into the foundation. The posts have channels in which the vertical edges of the wall panels are seated, and desirably the wall panels have reduced thickness end portions with arcuate edges to permit some adjustment within the channels. The posts and panels may be erected seriatim, or the posts may initially erected and the panels then lowered into place.