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Investigation: Bayway Refinery largest of 137 worst Central Jersey polluters

For collection trench construction, the use of biodegradable slurry to stabilize the trench walls, together with suitable permanent drainage material for the backfill, allows groundwater to flow freely into the trench and into the collection system. An impermeable liner installed on the down gradient trench wall prevents any groundwater migration beyond the trench. Prior to any trenching, Moretrench installed a temporary dam system along the trench alignment to retain the water in an adjacent pond and protect the work area from flooding. Moretrench then installed a stable working platform, 25 feet wide and up to 7 feet deep, between the temporary dam and the trench alignment.

Slurry trenches, by design, are typically keyed into an impermeable stratum to ensure a complete cut-off.

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The EPA permit required that the bottom three feet of the trench, which included the 2-foot deep key, should be concrete in order to seal the trench liner into the underlying dense till. As a more cost effective alternate, Moretrench proposed to place a 3-foot layer of 1.

Pre-excavation work included field bench testing of the grouting method to determine the pore volume of the stone so that the theoretical volume of grout needed to create a watertight seal could be calculated. Restricted access created by the pond on one side of the work zone and refinery fueling stalls on the other, a layer of unanticipated miscellaneous construction fill in the top eight feet of portions of the trench alignment, and working in winter weather conditions added to the challenge of the project.

Excavation was accomplished under guar slurry delivered to the trench from a 10,gallon holding and pre-mixing tank. Impacted spoils were trucked off site for disposal. As the trench was advanced, foot wide, mil HDPE interlocking liner panels were installed using a pre-fabricated frame system.

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The stone base was then installed, ensuring that the liner stayed in place once the frame was removed. As the liner was placed, vertical perforated piping with a 2-foot horizontal stick-up was installed on 5-foot intervals for the subsequent grouting program. Drainage backfill was then placed to the invert elevation of the collection pipe.