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ARCHIVED REPORTS XR0005386
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ARCHIVED REPORTS XR0005386
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Last modified
5/6/2019 12:06:13 PM
Creation date
5/6/2019 11:47:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005386
RECORD_ID
PR0544424
PE
3529
FACILITY_ID
FA0005099
FACILITY_NAME
HESS DUBOIS CLEANERS
STREET_NUMBER
300
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
300 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> • 09 January 2003 <br /> AGE-NC Project No. 95-0114 <br /> Page 4of9 <br /> The subsurface stratigraphy is composed predominantly of interbedded fine-grained soil, mainly <br /> clay, silty clay and silt; the amount of clay in subsurface soil apparently increases off-site towards <br /> the northeast(Figure 3).Three continuous clay layers were identified on-site, a 20-to 30-foot-thick <br /> layer at approximately 20 feet bsg and two thinner layers, varying from approximately 1 to 10 feet <br /> in thickness, at approximately 60 and 80 feet bsg. In general, coarse-grained sediment is limited to <br /> thin, Iaterally discontinuous layers of sandy silt, silty sand and sand; the thickest sand lense, of <br /> approximately 10-foot thick, is located off-site towards the northeast, at a depth of approximately <br /> 120 feet bsg (Figure 3). <br /> CPT computer-generated boring logs are included in Appendix A. <br /> 3.2. HYDROGEOLOGICAL MODEL <br /> Hydrological units maybe 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 /> i <br /> Based on the CPT results, AGE has developed a preliminary site hydrogeologic model comprised <br /> of seven informal zones,a vadose(unsaturated)zone and six hydrological units;the model presented <br /> is interpretational and will be modified as more data is collected. The seven zones are as follows <br /> (depths are approximate and can vary by several feet across the site): <br /> Vadose Zone -Extending from surface grade to 25 feet bsg. The vadose zone is predominantly fine <br /> grained material from surface grade to 20 feet bsg, with a clay occurring between 20 feet and 40 to <br /> 50 feet bsg across portions of the site. <br /> Hydrological Units 1, 3 and 5 (HU1, HU3 and HU5) are clay layers characterized by low pore <br /> pressure. HU1 is located at the top of the current saturated zone (25 feet bsg) and extends to 40 to <br /> 50 feet bsg. HU3 and HU5 are located at depths of approximately 60 and 80 feet bsg,respectively, <br /> and vary in thickness between 1 and 10 feet. <br /> Hydrological Units 2, 4 and 6 (HU2,HU4 and HU6) are composed dominantly of interbedded silts <br /> and clays,with minor layers of silty sand, sand and cemented sand.These intervals are characterized _ <br /> by pore pressure variations from low to high pressure,with no laterally consistent pressure patterns. <br /> In general, the lower dynamic pore pressures are associated with clay- and sand-rich intervals, <br /> whereas higher pressures are mainly associated with clayey silts and "stiff fine-grained" intervals <br /> below 100 feet bsg(Figure 3). <br /> Advanced GeoEnvironmental,Inc. <br />
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