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ARCHIVED REPORTS_XR0008725
Environmental Health - Public
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WATERLOO
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2900 - Site Mitigation Program
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PR0537118
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ARCHIVED REPORTS_XR0008725
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Last modified
7/7/2020 9:55:55 AM
Creation date
7/7/2020 9:37:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008725
RECORD_ID
PR0537118
PE
2957
FACILITY_ID
FA0021303
FACILITY_NAME
WATERLOO FOOD & FUEL
STREET_NUMBER
3032
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
3032 WATERLOO RD
QC Status
Approved
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LSauers
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EHD - Public
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' 15 April 2004 <br /> AGE-NC Project No 99-0559 <br />' Page 6of13 <br />' 3 2 INSTALLATION OF GROUND WATER EXTRACTION SYSTEM <br /> The ground water extraction system consisting of the ground water treatment unit and associated <br /> piping was installed between 18 February and 26 June 2003 <br /> 3 2 1 Installation of Underground Ground Water Extraction Pipe-Line-Conduit <br /> Between 02 April and 09 Apnl 2003, approximately 18-inch wide by 8-inch deep trenches were cut <br /> out of the asphalt surface, the asphalt waste was transported to F T G Construction Materials Inc , <br /> a concrete recycling facility located in Stockton, California Afterwards,a mini-excavator equipped <br /> with a 18-inch bucket was utilized to excavate soil in the above referenced trench-lincs to a depth <br /> of approximately 24 inches, and a 2-inch-diameter ABS pipeline was placed in each excavated <br /> trench Excavation cuttings were temporarily stockpiled on-site adjacent to the trenches A % and <br /> '/4-inch diameter poly vinyl tubing were placed In each pipeline to connect an extraction-well pump <br /> to the ground-water remediation system Afterwards, each trench was backfilled with excavated soil <br /> to 4-inches bsg, the remaining space was resurfaced with asphalt and concrete A map depicting the <br /> on-site trench system is depicted in Figure 2 <br /> 3 2 2 Installation of Ground Water Extraction Pumps <br /> Between 10 April and 15 April 2003, 3 5-inch diameter, stainless steel Geotech model 3 5 Auto- <br /> Reclaimer pneumatic powered, down-well pumps were installed in ground water extraction wells <br /> EW-1 through EW-4, at a depth of approximately 75 feet bsg, the pumps were internally equipped <br /> with a one-way check valve to prevent back-flow Two polyvinyl tubing were routed from the pump <br /> f to the top of the well casing and through a 4-inch diameter sanitary well seal to an underground <br /> pipeline leading to the remediation system At the front end of the remediation system (before the <br /> 500-gallon holding tank), a manifold was created with independent flow meters and a dedicated <br /> sampling port to allow sampling of each well independently without having to remove the well head <br /> assembly <br /> 3 2 3 Installation of Ground Water Treatment System <br /> The ground water remediation system consists of one 500-gallon poly tank (holding tank), one <br /> process pump, one sediment filter chamber and four 1,000-gallon Granular Active Carbon media <br /> vessels The ground water pump and treat system layout is depicted in Figures 3 Ground water <br /> pumped from the extraction wells is initially routed via the underground pipelines to the 500-gallon <br /> Advanced GeoEnviron mental,Inc <br />
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