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ARCHIVED REPORTS_XR0008718
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2900 - Site Mitigation Program
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PR0537118
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ARCHIVED REPORTS_XR0008718
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Last modified
7/7/2020 9:49:43 AM
Creation date
7/7/2020 9:32:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008718
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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EHD - Public
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25 January 2005 <br /> AGE-NC Project No 99-0559 <br /> Page 9 of 12 <br /> soil descriptions were utilized to construct the vertical and lateral geologic model, laboratory <br /> analysis of ground water samples was utilized to assess the hydrocarbon-impact on the dissolved <br /> media <br /> SITE STRATIGRAPHY <br /> Based on the soil descriptions from CPT and previous soil boring logs, interpretive cross sections <br /> were constructed to depict the general hydrogeologic framework beneath the site The site vadose <br /> zone currently extends from the ground surface to 65 feet bsg(water table),and is composed of silt, <br /> clayey silt,clay,and`stiff fine grained'soil,and a gravelly,fine to coarse sand layer between 35 feet <br /> and 50 feet Below the vadose zone,the lithology is composed dominantly of silty fine sand,sandy <br /> silt, clayey silt to silty clay and clay Significant sand intervals were identified at between 90 and <br /> 110 feet bsg over the site, a thin discontinuous sand layer was encountered at 150 feet bsg and <br /> between 165 and 170 feet bsg Fine grained,silty clay and clayey silt layers were observed at depths <br /> between the surface and 30 to 35 feet bsg,80 and 90 feet bsg, 105 to 150 feet bsg Variable lithology <br /> including silty fine sand, sandy silt and clayey silt to silty clay were observed at all other depths <br /> CPT computer-generated soil interpretation and boring logs are included in Appendix A <br /> HYDROGEOLOGICAL MODEL <br /> Hydrological units may be defined as significant vertical intervals of sediments having significant <br /> lateral extent and having similar hydrologic characteristics (i e hydraulic conductivity, <br /> transmissivity, etc ) over its vertical and horizontal extent A `flow unit' may be defined as a <br /> hydrologic unit and is characterized by significantly greater hydraulic conductivity values than <br /> overlying and underlying units A flow unit is capable of serving as a preferred migration route,and <br /> could potentially allow migration of large contaminant masses over great distances <br /> AGE had developed a site hydrogeologic model comprised of six informal zones, a vadose <br /> (unsaturated)zone and five hydrological units However,based on the CPT results and comparison <br /> with soil descriptions from soil borings previously advanced on the site, AGE presents a revised <br /> hydrologic model as follows (depths are approximate and can vary by several feet across the site) <br /> Vadose Zone - the unsaturated zone normally extends from surface grade to current depth to the <br /> water table at 65 feet bsg The vadose zone is predominantly fine grained(silt and clay)from surface <br /> grade to 45 feet bsg, with coarse material (sand) at between 50 to 60 feet bsg <br /> Hydrological Unit I (HU1), extends from approximately 60 to 65 feet bsg and on-site is identified <br /> in soil samples as mostly silty sand, the CPT logs identified the soil as stiff, fine-grained soil The <br /> Advanced GeoEnvironntenlaE,Inc <br />
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