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ARCHIVED REPORTS XR0001089
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001089
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Last modified
3/5/2019 8:08:47 PM
Creation date
3/5/2019 3:59:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001089
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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s e <br /> e <br /> i <br /> i <br /> r , <br /> } <br /> 11 November 2004 <br /> AGE-NC Project No 02-0962 <br /> Page 8 of 14- <br /> 4 <br /> h <br /> 41 STRATIGRAPHY ^ <br /> f <br /> In general, light brown to orange brown fine-grained soil consisting of clayey silt to silty clay was <br /> encountered'from surface grade to 25 feet bsg,characteristically,the material had low plasticity and m w <br /> I toughness with a dry to slightly moist moisture content Brownish-gray or brown,moist to saturated, <br /> poorly graded sandy silt to fine sand was encountered between 25 and 35 feet bsg A sandy silt to <br /> Isilt was encountered at approximately 35 to 40 feet bsg From 40 feet bsg to total depth the <br /> stratigraphy is dominated by alternating layers of silty sand or silt and clayey silts to clay layers The <br /> layers vary in thickness from approximately 5 to 15 feet A stratigraphic cross section is depicted in <br /> Figure 4 The soil boring logs are provided in Appendix A <br /> 4 2 HYDROGEOLOGICAL MODEL <br /> 4 <br /> Based on the CPT results, AGE has developed a preliminary subsurface model of the site sediment <br /> stratigraphy comprised of eight informal zones,a vadose(unsaturated)zone and seven hydrogeologic <br /> `units Hydrogeologic or hydrostratigraphic units(HUs)are defined as a body ofrock or sediment that <br /> 1� has hydrogeologic characteristics(i e hydraulic conductivity,pore pressure,etc )that make it distinct <br /> from surrounding bodies of rock or sediment(Sanders, 1998),or apart of a body of rock that farms <br /> a distinct hydrologic unit with respect to the flow of ground water(Maxey, 1964) A `flow unit' may <br /> be defined as a hydrogeologic unit and is charactenzed 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 /> a <br /> The model presented is interpretational and will be modified as more data is collected The eight <br /> vertical zones are identified as follows (depths are approximate and can vary by several feet across <br /> the site) <br /> Vadose/First Water Zone-Extending from surface grade to approximately 20 feet bsg Static water <br /> is at 20 feet bsg in the monitonng wells, however,the first saturated soil samples were collected at <br /> 30 feet bsg Indicating the water table is confined by the overlying fine grained materials The zone <br /> is characterized by moderate pore pressures <br /> I <br /> ,Hydrogeologic Unit 1 (HU1) extends from 20 feet to approximately 30 feet bsg and is comprised <br /> predominantly of sandy silt, clayey silt and silt 'Dominant hydraulic conductivities, based on CPT <br /> soil behavior types (SBT), range between 1 X10 6 and 1 X 10 8 centimeters per second (cm/s) for silty <br /> to clayey type soils This interval is characterized by generally moderate pore pressures <br /> i <br /> ff I i <br /> ' Advanced GeoEnvironmental,Inc <br /> 1 r i <br />
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