Case Study

ERH & MPE Remediation of DNAPL and LNAPL

ERH & MPE Remediation of DNAPL and LNAPL

TRS Project Manager and QA/QC: Mr. Joe Sturza; Mr. Tom Powell TRS Project Engineer: Mr. Greg Beyke, P.E. Site Geology and Hydrology: Glacial deposits of sand, gravel, clay, silt; groundwater depth averaging 5 ft bgs Treatment Area Size, Volume, and Depth: 3 areas combined = 66,000 ft 2 ; 90,000 yd 3 ; 2 to 35 ft bgs Mass Removed - Area 1: 95,029 lb – 93% TPH, 6% TCE, 1% DCE & VC - Area 2: 27,876 lb – 90% TPH, 9% TC

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