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GEOTECHNICAL URS Corporation Project Background The excavation trench was approximately 450 feet in length, 4 feet wide and 10 feet in depth and impacted the property lines of 12 houses. Two structures along the trench required underpinning. ERRG designed, permitted and installed a beam and jack approach so that the structures could remain during excavation. The top 3 feet of soil in the trench was clean fill from prior site activities, and this material was excavated and stored on 10-mil visqueen for use as backfill. The soil excavation between 3-10 feet was placed into 10-cubic yard bins as material was being removed. The PCB impacted soils were ultimately taken to an off-site, Class I disposal facility. Excavation activities were hindered by the unexpected identification of a storm drain that ran along the bottom of the trench and into the residential yards. ERRG removed the old storm drain and installed new piping under a URS approved change order. Additionally, an early season rain caused infiltration into the trench and the subsequent storage and treatment of stormwater. ERRG collected the stormwater in temporary tanks for off-site treatment and disposal. Once the excavation activities were completed, the site was backfilled and ERRG labor crews reconstructed property line fencing and various concrete patio repairs. |


