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ARCHIVED REPORTS XR0001662
Environmental Health - Public
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ARCHIVED REPORTS XR0001662
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Last modified
6/14/2019 12:15:40 PM
Creation date
6/14/2019 11:01:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001662
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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n I <br /> 1 <br /> Y� <br /> 14 September 2004 / <br /> . 'AGE-NC Project No 96-0235 " <br />' Page 4 of 8 1 _ <br /> r ` <br />' 34 STRATIGRAPHY <br /> Based on the findings from the CPT soil borings and existing monitoring well'and soil borings,cross <br /> sections A-A' through D-D' were constructed to depict general lithology beneath the site(Figures 5 <br /> through 8) The lines of section are illustrated on Figure 2 ; <br /> s r i <br />' Dominantly fine-grained soil consisting of silt, clayey silt, silty clay and clay were encountered at <br /> depths from the near surface to approximately 210 feet bsg Significant sand units with variable silt <br /> to gravel were encountered between 20 feet and 40 feet bsg, 62 feet to 90 feet bsg and 165 feet to <br /> 191 feet bsg The shallow sand unit(20 feet to 40 feet bsg)appears to have limited lateral continuity <br /> The sand unit encountered at 165 feet bsg appears to have lateral continuity and a documented <br /> thickness of greater than 40 feet Lessor, thin, laterally discontinuous sand units were encountered <br />' at approximately 50 and 100 feet bsg at the southern UST No 3 area CPT computer-generated <br /> boring logs are included in Appendix B Geologic cross sections A-A' through D-D' are included <br /> as Figures 5 through 8 <br /> 3 2 HYDROGEOLOGICAL MODEL <br /> lie <br /> Based on the CPT results, AGE has developed a preliminary subsurface model of the site sediment <br /> stratigraphy comprised of'informal zones including a vadose (unsaturated) zone and various <br /> hydrogeologic units Hydrogeologic or hydrostratigraphic units (HUs) can be defined as a body of <br /> sediment that has hydrogeologic characteristics(I e hydraulic conductivity,pore pressure, etc )that <br /> make it distinct from surrounding bodies of sediment(Sanders, 1998), or a part of a body sediment , <br /> that forms a distinct hydrologic unit with respect to the flow of ground water(Maxey, 1964) A`flow <br /> unit' may be defined as a hydrogeologic unit and Is characterized by significantly greater hydraulic <br /> conductivity values than overlying and underlying units, a flow unit is capable of serving as a <br /> preferred migration route, and could potentially allow migration of large contaminant masses over ` <br /> great distances _ "' <br /> Based on the CPT results,AGE has identified seven informal zones,a vadose(unsaturated)zone and _ <br /> six hydrogeologic units-as.follows <br /> Vadose Zone - Extending from surface grade to approximately 18 feet bsg, the depth to the water <br /> table The vadose zone is predominantly fine-grained material from surface grade to 20 feet bsg The <br /> zone is characterized by low pore pressures <br /> Hydrogeologic Unit 1 (HU1), at the top of the current saturated zone, extends from 18 feet bsg to <br /> Ia maximum depth of 40 feet bsg and is comprised predominantly of clay and fine sand, Interbedded <br /> with silt HU1 is characterized by generally low to moderate pore pressures <br /> Advanced GeaEnvironmental,Inc v <br /> 1 i <br />
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