E02D19/00

Building Foundation and Soil Stabilization method and System
20170204584 · 2017-07-20 · ·

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluninosilicate Pozzolan mineral and granular material such as sand.

System and method for foundation slab liquid collection and management
09708790 · 2017-07-18 · ·

A foundation slab liquid collection and management system is provided. The system includes a system and apparatus including a plurality of drain channels, a plurality of liquid collection plates, a foundation slab, a plurality of channel connecting anchors, a plurality of slab connecting anchors, and at least one liquid collection and storage container, for collecting, storing, treating, or otherwise managing liquid runoff from the slab.

System and method for foundation slab liquid collection and management
09708790 · 2017-07-18 · ·

A foundation slab liquid collection and management system is provided. The system includes a system and apparatus including a plurality of drain channels, a plurality of liquid collection plates, a foundation slab, a plurality of channel connecting anchors, a plurality of slab connecting anchors, and at least one liquid collection and storage container, for collecting, storing, treating, or otherwise managing liquid runoff from the slab.

Methods for controlling weeds and water using a bag filled with landscaping material

A bag constructed of a weed suppression material for packaging a ground cover material. When the bag is in a closed configuration, the bag serves as a container for shipping, handling, and storage of the ground cover material. When the bag is opened and unfolded, and the ground cover material within the bag is spread over the opened and unfolded bag, the bag serves as a layer of weed suppression material on top of underlying soil and beneath the ground cover. In addition, the bag may be used for planting individual plants in a planting bed, for establishing a buffer zone around the foundation of a building, or for controlling erosion around a downspout of a building.

Methods for controlling weeds and water using a bag filled with landscaping material

A bag constructed of a weed suppression material for packaging a ground cover material. When the bag is in a closed configuration, the bag serves as a container for shipping, handling, and storage of the ground cover material. When the bag is opened and unfolded, and the ground cover material within the bag is spread over the opened and unfolded bag, the bag serves as a layer of weed suppression material on top of underlying soil and beneath the ground cover. In addition, the bag may be used for planting individual plants in a planting bed, for establishing a buffer zone around the foundation of a building, or for controlling erosion around a downspout of a building.

Building foundation and soil stabilization method and system
09598834 · 2017-03-21 · ·

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluninosilicate Pozzolan mineral and granular material such as sand.

Building foundation and soil stabilization method and system
09598834 · 2017-03-21 · ·

System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluninosilicate Pozzolan mineral and granular material such as sand.

DEWATERING SYSTEM FOR DEEP EXCAVATION SITES
20250137217 · 2025-05-01 ·

A dewatering system for excavation sites that have a depth of greater than seventy feet. The dewatering system of the present invention includes a first dewatering pump wherein the first dewatering pump is placed in a depression below ground level at the bottom of an excavation site. The first dewatering pump has an outlet hose operably coupled thereto wherein the outlet hose is operably coupled to an inline adapter module at the opposing end of the outlet hose from the first dewatering pump. The inline adapter module includes a connection element wherein the connection element is configured to be operably coupled to the outlet hose. The connection element is operably coupled to a pump member of the inline adapter utilizing an adapter member. The pump member of the inline adapter module provides additional pumping capacity to the dewatering system. A collection member is operably coupled to the inline adapter module.

DEWATERING SYSTEM FOR DEEP EXCAVATION SITES
20250137217 · 2025-05-01 ·

A dewatering system for excavation sites that have a depth of greater than seventy feet. The dewatering system of the present invention includes a first dewatering pump wherein the first dewatering pump is placed in a depression below ground level at the bottom of an excavation site. The first dewatering pump has an outlet hose operably coupled thereto wherein the outlet hose is operably coupled to an inline adapter module at the opposing end of the outlet hose from the first dewatering pump. The inline adapter module includes a connection element wherein the connection element is configured to be operably coupled to the outlet hose. The connection element is operably coupled to a pump member of the inline adapter utilizing an adapter member. The pump member of the inline adapter module provides additional pumping capacity to the dewatering system. A collection member is operably coupled to the inline adapter module.

Portable cofferdam system
12345008 · 2025-07-01 · ·

A portable cofferdam system for isolating a working area from water such as a culvert. The portable cofferdam system generally includes a first sidewall and a second sidewall each having an interior side, an exterior side, an upper edge, a lower edge and a rear edge. A middle wall is connected to the sidewalls opposite of the rear edges of the sidewalls forming a substantially U-shaped structure. An opening formed between the rear edges of the first sidewall and the second sidewall to allow for positioning about or near the inlet of an object or area to be kept dry such as the inlet of a culvert.