Fluid Containment, Inc.

Containment Solutions, Inc.

Stephen C Macy

Edward B Cannan, Jr

Edgar Clifford Crosby, Iii

Michael Blackmar

Larry D Lumpkin

John C King

William A Schneider

Steven P Allwein

A secondary containment and drainage system for an above-ground storage tank is described, in which small quantities of leaked or overflowing liquid are temporarily stored in a housing above the internal storage tank. This fluid can be easily removed from the housing for re-use or at least removed without the time consuming process of emptying and cleaning the overfill dike that surrounds the tank. When greater quantities of liquid leak from the input port of the storage tank, the overflowing liquid is drained into the dike through a drainage pipe that extends from the housing, through the internal storage tank, and into the dike. The dike is enclosed by a roofing structure that forms a seal to prevent contamination when liquid is drained into the dike.

Secondary containment and drainage system for above-ground storage tanks

The present invention is directed to a retrofit underground storage tank (30) and method for making the same. A portion of an underground primary tank (32) its uncovered and an access opening (42) in formed therein. A plurality of trifolds (50, 120, 122, and 124) comprising three folded up and banded together panels (52, 54, 56) which are jointed together by hinges are inserted into the primary tank. A monorail or conveyor (90) is inserted into and suspended from above the primary tank (32). Trolleys (102, 104) on the monorail (90) assist in transporting the trifolds (50, 120, 122 and 124) within the primary tank (32) and then the monorail (90) is removed. Trifolds (50, 120, 122 and 124) are unbanded and unfolded and are arranged circumferentially about the tank. Jack stands are used to hold panels of the trifolds in place. Circumferential and longitudinal joints are formed between abutting edges on the panels using fiberglass reinforced plastic mats, woven rovings and resins layups thus creating an inner cylindrical wall (230) within primary tank (32). Further panels are joined together to form a pair of end caps (260, 300) which are jointed to inner cylindrical wall (330) thus creating an inner tank (312). The access opening (42) in primary tank (32) is then covered with a panel which is sealed to primary tank (32). The inner tank and outer primary tank (32) cooperate to form a retrofit double walled storage tank (30). Brine, pressure, vacuum, or a dry monitor are installed between the inner and outer tanks to allow monitoring of the tank.

Retrofit underground storage tank and method for making the same

The present invention is directed to a retrofit underground storage tank (30) and method for making the same. A portion of an underground primary tank (32) its uncovered and an access opening (42) in formed therein. A plurality of trifolds (50, 120, 122, and 124) comprising three folded up and banded together panels (52, 54, 56) which are jointed together by hinges are inserted into the primary tank. A monorail or conveyor (90) is inserted into and suspended from above the primary tank (32). Trolleys (102, 104) on the monorail (90) assist in transporting the trifolds (50, 120, 122 and 124) within the primary tank (32) and then the monorail (90) is removed. Trifolds (50, 120, 122 and 124) are unbanded and unfolded and are arranged circumferentially about the tank. Jack stands are used to hold panels of the trifolds in place. Circumferential and longitudinal joints are formed between abutting edges on the panels using fiberglass reinforced plastic mats, woven rovings and resins layups thus creating an inner cylindrical wall (230) within primary tank (32). Further panels are joined together to form a pair of end caps (260, 300) which are jointed to inner cylindrical wall (330) thus creating an inner tank (312). The access opening (42) in primary tank (32) is then covered with a panel which is sealed to primary tank (32). The inner tank and outer primary tank (32) cooperate to form retrofit double walled storage tank (30). Brine, pressure, vacuum, or a dry monitor are installed between the inner and outer tanks to allow monitoring of the tank. In a second embodiment, double wall and or single wall panels are joined together to construct a multi-walled inner tank within an outer primary tank to create a retrofit tank (30').

Retrofit underground storage tank

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The Woodlands, TX, United States of America

Stephen C Macy